unknown118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.91560894,48.3125389 16.91564067,48.31251427 16.91560521,48.31253702 16.91560894,48.3125389114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.95879155,48.2395494 16.95875057,48.23956805 16.95875353,48.23956684 16.95879155,48.2395494118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.95589177,48.24054596 16.95588594,48.24052197 16.95588511,48.24052719 16.95588386,48.24052843 16.955884,48.24052928 16.95588515,48.24053034 16.95589177,48.24054596114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.90008731,48.3334708 16.90011419,48.33350049 16.90011826,48.33350425 16.90008731,48.3334708114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.95665926,48.24021614 16.95657509,48.24023241 16.95664627,48.24021937 16.95665926,48.24021614111930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)ABU III - Abflussuntersuchung Gießbach (Krampugraben)Gültigkeit siehe Layer 'Hochwasser-Datenverfügbark2007DonauConsult Zottl & Erber Zt.-GmbHjajaneinHW300neinneinneinWA3 - Regionalstelle Waldviertel2D-Berechnung; 2016-10-17T22:00:00Z10002024-11-17T23:00:00Z15.8660024,48.48902919 15.86600224,48.48902714 15.86600136,48.48903044 15.8660024,48.48902919118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.95347155,48.23847406 16.9534548,48.23843801 16.95346649,48.23846734 16.95347155,48.23847406118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.86823873,48.3354205 16.86827618,48.33538135 16.86828231,48.33537286 16.86823873,48.3354205114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.89529908,48.30252681 16.89533085,48.30254851 16.89533204,48.30254913 16.89529908,48.30252681118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.96129609,48.2834899 16.96128568,48.28348519 16.9613412,48.28351186 16.96129609,48.2834899118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z15.35443959,48.23529406 15.35447891,48.23528166 15.35449674,48.23529351 15.35450839,48.23526712 15.35455032,48.23522731 15.35454002,48.23520155 15.35458745,48.23518184 15.35458779,48.23516385 15.35454891,48.23514739 15.35449905,48.23504405 15.35443977,48.23499385 15.35443006,48.23496465 15.35443041,48.23494667 15.3542313,48.23482472 15.35425882,48.23485206 15.35427381,48.23488767 15.35428371,48.23491508 15.3543665,48.23494977 15.35438498,48.23497856 15.35438961,48.23501557 15.35439645,48.2350506 15.35439088,48.23508653 15.35439825,48.23512256 15.35441505,48.2351591 15.35443473,48.23519482 15.35442871,48.23523074 15.35442466,48.23526668 15.35443959,48.23529406118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z15.35217046,48.23702422 15.35222429,48.23700315 15.35223691,48.23701436 15.35229109,48.23699684 15.35232385,48.23696599 15.35228571,48.23698172 15.35220443,48.23700835 15.35215623,48.23702269 15.35217046,48.23702422126630Detailprojekt (Ausführungsprojekt, Einreichprojekt)Hochwasserschutz Kammern, AusführungsprojektGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2018Werner ConsultjajaneinHW300neinjaneinWA3 - Regionalstelle Waldviertel2d-Berechnung, stationär; iim Rahmen des Projekts wurden rote Gefahrenzonen erstellt und digital geliefert; Die flussauf und flussab gelegenen Grenzen der digital übernommenen Flächen wurden vom Projetkersteller definiert; Überlappungsbereiche (HW30, HW100, HW300) mit Projekt 1138 in Projekt 9051 und mit Projekt 1256 in Projekt 9052 dargestellt;2019-03-31T22:00:00Z10002024-11-17T23:00:00Z15.70614181,48.4651765 15.70613799,48.46517383 15.70613328,48.46517629 15.70612838,48.46518017 15.7061244,48.46518537 15.70612181,48.4651916 15.70608899,48.46528247 15.70608767,48.46528793 15.70608779,48.46529347 15.7060894,48.46529876 15.70609249,48.4653038 15.70609649,48.46530879 15.70617792,48.46539195 15.70627875,48.46550905 15.706281,48.46551074 15.70628439,48.46551166 15.70628912,48.46551176 15.70629424,48.46551086 15.70629931,48.46550884 15.7063042,48.46550602 15.70630828,48.46550249 15.7063114,48.46549858 15.70631302,48.46549423 15.70631315,48.46548959 15.70629646,48.46542478 15.70628891,48.4653975 15.70628353,48.46538627 15.7062536,48.46532788 15.70618498,48.46522042 15.70617392,48.46520567 15.70616742,48.46519841 15.70616009,48.46519161 15.70614181,48.4651765118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.94350511,48.24174349 16.94350518,48.2417162 16.94350502,48.2417468 16.94350511,48.24174349118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.96171326,48.2757416 16.9617271,48.2757113 16.96171377,48.27572983 16.96170882,48.27574268 16.96171584,48.27575074 16.96171326,48.2757416120130Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Pittenfluss, km 0.000 bis 23.299, Hochwasserabflussuntersuchung 2013Gültigkeit siehe Layer 'Hochwasser-Datenverfügbark2014PERZPLAN - Ingenieurbüro DI Thomas Perz, 2630 TernitzjajaneinHW300neinneinjaWA3 - Regionalstelle IndustrieviertelAktualisierung der Abflussstudie 2005 aufgrund neuer Laserscanbefliegung und Vermessung sowie von der Abteilung Hydrologie 2013 bekanntgegebener Abflussdaten; instationäre 2D-Berechnung mit Hydro_as-2d; die in der Abflussstudie 2005, Pitten km 0.000 - 23.455, Feistritz km 0.000 - 6.274 ausgewiesenen Vorbehaltsflächen werden unter der ID 1201 weiter geführt; Projekt 9054 enthält die Überlappungsbereiche mit Projekt 1274 (Leitha, LWV IV);2020-04-03T22:00:00Z10002024-11-17T23:00:00Z16.23209705,47.73680197 16.23209479,47.73680192 16.23216859,47.73684203 16.23216866,47.73680528 16.23216509,47.73680354 16.23209705,47.73680197118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.91264418,48.31564454 16.91269961,48.31559907 16.9126946,48.31559974 16.91264989,48.31563892 16.91264418,48.31564454118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z15.8406932,48.37093035 15.84066546,48.37092697 15.84063874,48.3709275 15.84060426,48.37093348 15.84060029,48.37093955 15.8406301,48.37095813 15.84063536,48.37096919 15.84062043,48.37099989 15.84062089,48.37101148 15.84063608,48.37102417 15.84065078,48.37102862 15.84071853,48.37103515 15.84077316,48.37105566 15.84080312,48.37106166 15.84082863,48.37105949 15.84085722,48.37104894 15.84087761,48.37102953 15.84084835,48.37100912 15.84081718,48.37099297 15.84070861,48.37095586 15.84070492,48.37093868 15.8406932,48.37093035112430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Abflussuntersuchung Ybbs in den Teileinzugsgebieten Blind- und TrieseneggerbachGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2006/2007Ingenieurbüro Dr. Lang ZT GmbH, Hydroconsult GmbH, HydroIngenieure Umwelttechnik GmbH, Ing.Gemeins. Polly & Pazourek & BurtscherjajaneinHW300janeinjaWA3 - Regionalstelle Mostviertel2D-Berechnung; Überflutungsflächen für den Ist-Zustand; Vorrang- und Vorbehaltsflächen stammen aus dem Maßnahmenkonzept (Variante 1); HW30, HW100 und HW300 im Süden (Anschlussbereich zu Projekt 1174) bearbeitet; 2012-12-31T23:00:00Z10002024-11-17T23:00:00Z14.99536403,48.12526818 14.99520286,48.12525567 14.99520839,48.12525894 14.99521472,48.12526834 14.99521563,48.12527204 14.99522049,48.12528058 14.99522332,48.12528916 14.99522364,48.12529521 14.99522292,48.12529917 14.99522316,48.12530582 14.99523027,48.12530638 14.9953415,48.12531027 14.99534911,48.12530986 14.99535078,48.12529593 14.99535667,48.12527844 14.99536192,48.12527012 14.99536403,48.12526818130230Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Abflussuntersuchungen IV, Los D.4, Frauenbach Fkm 0.0 bis 16.0, Warme Fischa Fkm 27.5 bis 5.99Gültigkeit siehe Layer 'Hochwasser-Datenverfügbark2015Dr. Blasy - Dr. Overland, Beratende Ingenieure GmbH & Co. KGjajaneinHW300neinneinneinWA3 - Regionalstelle Industrieviertel2D-Berechnung, die Warme Fischa und der Frauenbach wurden instationär mit Versickerung berechnet; 2022 Datenaustausch auf Grundlage Projekt ABU2015; Projekt 9068 enthält die Überlappungsbereiche mit Projekt 1171 (Johannesbach); Projekt 9066 enthält die Überlappungsbereiche mit Projekt 1274 (Leitha WV4); Projekt 9067 enthält die Überlappungsbereiche mit Projekt 1273 (Leitha WV3);2022-08-29T22:00:00Z10002024-11-17T23:00:00Z16.32813309,47.86410872 16.32813154,47.86410868 16.32812563,47.86411109 16.32811251,47.86412781 16.32810324,47.86414233 16.32809144,47.86415655 16.32808898,47.86416102 16.32808713,47.8641741 16.32808135,47.86419292 16.32808091,47.86419872 16.32806791,47.8642119 16.32806373,47.86421425 16.32805751,47.86423551 16.32805735,47.86423717 16.32805668,47.86423818 16.32805126,47.86425663 16.32805474,47.86426353 16.32805739,47.86428238 16.32805693,47.86429213 16.32805788,47.86430714 16.32806664,47.86425791 16.32808257,47.86420492 16.32808443,47.86420429 16.32810226,47.86416584 16.32810806,47.86415423 16.32813309,47.86410872130230Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Abflussuntersuchungen IV, Los D.4, Frauenbach Fkm 0.0 bis 16.0, Warme Fischa Fkm 27.5 bis 5.99Gültigkeit siehe Layer 'Hochwasser-Datenverfügbark2015Dr. Blasy - Dr. Overland, Beratende Ingenieure GmbH & Co. KGjajaneinHW300neinneinneinWA3 - Regionalstelle Industrieviertel2D-Berechnung, die Warme Fischa und der Frauenbach wurden instationär mit Versickerung berechnet; 2022 Datenaustausch auf Grundlage Projekt ABU2015; Projekt 9068 enthält die Überlappungsbereiche mit Projekt 1171 (Johannesbach); Projekt 9066 enthält die Überlappungsbereiche mit Projekt 1274 (Leitha WV4); Projekt 9067 enthält die Überlappungsbereiche mit Projekt 1273 (Leitha WV3);2022-08-29T22:00:00Z10002024-11-17T23:00:00Z16.04636185,47.79098178 16.04630555,47.79099373 16.04622106,47.79101377 16.04629972,47.79103496 16.04634919,47.79102357 16.04636185,47.79098178114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.96035579,48.28732694 16.96036607,48.28735849 16.9603592,48.28733691 16.96035579,48.28732694118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.94574174,48.2671599 16.94570258,48.26717949 16.94572779,48.26716714 16.94574174,48.2671599118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.88787311,48.32383867 16.88781874,48.32381363 16.88783018,48.32382219 16.88787311,48.32383867118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z15.8406914,48.37113659 15.84066407,48.37108863 15.84063923,48.37109131 15.84059988,48.37111115 15.84059232,48.37111785 15.84059843,48.37113485 15.84062337,48.3711446 15.84065467,48.37114873 15.84068359,48.37114802 15.8406914,48.37113659118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.85831055,48.35345158 16.85829869,48.3534509 16.85834657,48.35345485 16.85831055,48.35345158118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.91632874,48.30872806 16.91632223,48.30869429 16.91632705,48.30871983 16.91632874,48.30872806118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.95984199,48.28578154 16.95983013,48.28574655 16.95983937,48.28577395 16.95984199,48.28578154118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z14.49707946,48.2271436 14.49713809,48.22718068 14.49719642,48.22722007 14.49724379,48.22721934 14.49729245,48.22723979 14.4973062,48.22724833 14.49729158,48.22722922 14.49728234,48.22722526 14.49724817,48.22720922 14.49720703,48.22719129 14.49717431,48.22717344 14.4971292,48.22715392 14.49707946,48.2271436118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.97276339,48.19771028 16.97277169,48.19770264 16.97276372,48.19770951 16.97276339,48.19771028124730Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Abflussuntersuchung Traisen, Abschnitt Türnitz - WilhelmburgGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2017DonauConsultjajaneinHW300neinneinneinWA3 - Regionalstelle Mostviertel2D-Berechnung, stationär; Überlappungsbereich mit Projekt 1057 (Steubach) in Projekt 9042, mit Projekt 1057 (Gölsen (nur HW100, HW300) in Projekt 9043, mit Projekt 1057 (Zögersbach) in Projekt 9044, mit Projekt 1321 (Unrecht Traisen) in Projekt 9074 dargestellt; 2024-09-16T22:00:00Z10002024-11-17T23:00:00Z15.5677165,47.97395023 15.56771474,47.97394884 15.56773276,47.97398586 15.56773226,47.97398315 15.56772787,47.97396881 15.5677165,47.97395023123730Detailprojekt (Ausführungsprojekt, Einreichprojekt)HWS NeubruckGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2016Pöyry Energy GmbHjajanein1227neinneinneinWA3 - Regionalstelle Mostviertel2d-Berechnung, stationär; Im Bereich HWS Neubruck ist bei HQ100 die Hochwasserspiegelage der Gr. Erlauf maßgebend, der Rückstau in die Jeßnitz reicht bis etwa zur Töpperbrücke; Im Projektgebiet liegt eine ÜF bei HQ300 des Projekts ID1227 (ABU Große und Kleine Erlauf) vor; Projekt 9036 enthält den Überlappungsbereich mit Projekt 1207 (Jeßnitz) bei HW30;2017-03-29T22:00:00Z10002024-11-17T23:00:00Z15.17979434,47.97985188 15.1797773,47.97986434 15.17975898,47.97987947 15.17977483,47.97986762 15.17979434,47.97985188127430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)LEITHA - Abflussuntersuchung Zustand 2018, Leithawasserverband IVGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2020Werner Consult ZT GmbHjajaneinHW300neinneinneinWA3 - Regionalstelle Industrieviertel2d-Berechnung, instationär; Zustand 2018; die ÜF der RHBs Katzelsdorf und Lichtenwörth wurden 2021 ergänzt; Projekt 9054 enthält die Überlappungsbereiche mit Projekt 1201 (Pitten); Projekt 9066 enthält die Überlappungsbereiche mit Projekt 1302 (Warme Fischa); 2022-08-29T22:00:00Z10002024-11-17T23:00:00Z16.30709821,47.84504893 16.30708648,47.84504386 16.30707793,47.84504874 16.30714347,47.84513799 16.30714433,47.84514133 16.30717651,47.84513318 16.30709821,47.84504893124730Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Abflussuntersuchung Traisen, Abschnitt Türnitz - WilhelmburgGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2017DonauConsultjajaneinHW300neinneinneinWA3 - Regionalstelle Mostviertel2D-Berechnung, stationär; Überlappungsbereich mit Projekt 1057 (Steubach) in Projekt 9042, mit Projekt 1057 (Gölsen (nur HW100, HW300) in Projekt 9043, mit Projekt 1057 (Zögersbach) in Projekt 9044, mit Projekt 1321 (Unrecht Traisen) in Projekt 9074 dargestellt; 2024-09-16T22:00:00Z10002024-11-17T23:00:00Z15.56714982,47.97335916 15.56713955,47.97335878 15.56713951,47.97335922 15.56715384,47.97336398 15.56715709,47.97336439 15.56715824,47.97336491 15.56714982,47.97335916118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z14.4937248,48.22554364 14.49375823,48.22556573 14.4938162,48.22560261 14.49383772,48.22561759 14.49383191,48.22557213 14.49380593,48.2255557 14.49380011,48.22555288 14.49376468,48.22555339 14.49375858,48.2255502 14.4937248,48.22554364118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.95952938,48.23937474 16.95952044,48.23936174 16.95952051,48.23936678 16.95952938,48.23937474118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z15.84363306,48.36027601 15.84355229,48.36025362 15.84351265,48.36028271 15.84353821,48.36031385 15.84358779,48.36028228 15.84363306,48.36027601904730Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Überlappungsbereich der Überflutungsflächen der Großen Tulln/des Laabenbachs (ID_PROJ 1246) und dem Seebach und dem Moosbach (ID_PROJ 1146)Gültigkeit siehe Layer 'Hochwasser-Datenverfügbark2017jajaneinHW300neinneinneinWA3 - Regionalstelle Mostviertel 2018-03-11T23:00:00Z10002024-11-17T23:00:00Z15.90860432,48.20517632 15.90859982,48.2051783 15.90858961,48.2051714 15.90857158,48.20517134 15.90852596,48.20515678 15.90846681,48.20515116 15.90840497,48.20514058 15.90836987,48.20513752 15.90832417,48.20513195 15.90828389,48.20512281 15.9082409,48.20511545 15.90820061,48.20510631 15.90810922,48.20509517 15.90802865,48.20507689 15.90799645,48.20506598 15.90797076,48.20505806 15.90796816,48.20505751 15.90795984,48.20505642 15.90793734,48.20505497 15.90790241,48.20504944 15.90785939,48.20504568 15.9078137,48.20504011 15.90777341,48.20503097 15.90773042,48.20502361 15.90769284,48.20501268 15.90765253,48.20500714 15.90762031,48.20499983 15.90759072,48.20499791 15.9075612,48.20498881 15.90752629,48.20497969 15.907486,48.20497054 15.90747336,48.20496686 15.90742464,48.20496548 15.90737213,48.20496667 15.90738101,48.20497934 15.90739288,48.20500368 15.90738989,48.20503061 15.90737619,48.20505205 15.90735462,48.20506631 15.9073534,48.20507977 15.90737359,48.20509156 15.90744864,48.20510992 15.90748078,48.20511903 15.90753718,48.20513184 15.90755113,48.20513698 15.9075526,48.20513725 15.90755334,48.20513779 15.90756675,48.20514274 15.90760178,48.20515361 15.90763805,48.20516542 15.90771715,48.20517743 15.90774933,48.20518109 15.90777889,48.2051867 15.90781716,48.20520101 15.90783072,48.2052007 15.9078601,48.2052101 15.9078742,48.20522039 15.90792889,48.20523789 15.90795945,48.20526018 15.90797,48.2052655 15.90800758,48.20527361 15.90800719,48.20527936 15.9080404,48.20529112 15.90806612,48.20529945 15.9080746,48.20530083 15.90807623,48.20530202 15.90810077,48.20530651 15.9081331,48.20531028 15.90817358,48.20531398 15.90822068,48.20531687 15.90826908,48.20532065 15.90834607,48.20533005 15.90838352,48.20531993 15.90847451,48.20533087 15.90850445,48.20532042 15.90858312,48.2053082 15.90861191,48.20523638 15.9086145,48.20519823 15.90860432,48.20517632124730Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Abflussuntersuchung Traisen, Abschnitt Türnitz - WilhelmburgGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2017DonauConsultjajaneinHW300neinneinneinWA3 - Regionalstelle Mostviertel2D-Berechnung, stationär; Überlappungsbereich mit Projekt 1057 (Steubach) in Projekt 9042, mit Projekt 1057 (Gölsen (nur HW100, HW300) in Projekt 9043, mit Projekt 1057 (Zögersbach) in Projekt 9044, mit Projekt 1321 (Unrecht Traisen) in Projekt 9074 dargestellt; 2024-09-16T22:00:00Z10002024-11-17T23:00:00Z15.56579684,47.97254448 15.56579275,47.97254104 15.56579847,47.97254812 15.56579684,47.97254448120130Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Pittenfluss, km 0.000 bis 23.299, Hochwasserabflussuntersuchung 2013Gültigkeit siehe Layer 'Hochwasser-Datenverfügbark2014PERZPLAN - Ingenieurbüro DI Thomas Perz, 2630 TernitzjajaneinHW300neinneinjaWA3 - Regionalstelle IndustrieviertelAktualisierung der Abflussstudie 2005 aufgrund neuer Laserscanbefliegung und Vermessung sowie von der Abteilung Hydrologie 2013 bekanntgegebener Abflussdaten; instationäre 2D-Berechnung mit Hydro_as-2d; die in der Abflussstudie 2005, Pitten km 0.000 - 23.455, Feistritz km 0.000 - 6.274 ausgewiesenen Vorbehaltsflächen werden unter der ID 1201 weiter geführt; Projekt 9054 enthält die Überlappungsbereiche mit Projekt 1274 (Leitha, LWV IV);2020-04-03T22:00:00Z10002024-11-17T23:00:00Z16.22363823,47.73389784 16.22365593,47.733877 16.22364461,47.73388484 16.22363999,47.73389211 16.22363534,47.73390123 16.22363823,47.73389784118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z14.56650162,48.22441729 14.56647511,48.22443612 14.56650411,48.22445476 14.56650162,48.22441729114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.86227774,48.35344351 16.8622082,48.35345808 16.86226234,48.3534506 16.86227774,48.35344351119330Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)ABU_Erlauf zw Mitterbach u. St. Sebastian i.A. der Steierm. Lreg. FA19A,Gültigkeit siehe Layer 'Hochwasser-Datenverfügbark2010 Björnsen Beratende Ingenieure GmbH u. Bernard Ingenieure ZT GmbHjajaneinHW300neinneinneinWA3 - Regionalstelle Mostviertel2D-Berechnung stationär; 2012-12-31T23:00:00Z10002024-11-17T23:00:00Z15.25861351,47.79287442 15.25861351,47.79287517 15.25861431,47.79287443 15.25861351,47.79287442114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.96162833,48.24280922 16.96161517,48.24286801 16.96161804,48.24285572 16.96162833,48.24280922901030Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Überlappungsbereich der Überflutungsflächen der Traisen (ID_PROJ1168) und der Donau (ID_PROJ1184)Gültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012jajaneinHW300neinneinneinWA3 - Regionalstelle Mostviertel 2012-12-31T23:00:00Z10002024-11-17T23:00:00Z15.80615027,48.37702673 15.80598851,48.37704216 15.80582657,48.37703429 15.80577274,48.37702527 15.8057326,48.3769803 15.80567705,48.37701505 15.80558022,48.37704022 15.80551604,48.37708747 15.80539174,48.37713034 15.80532275,48.3772287 15.80523012,48.37725922 15.80500301,48.37741765 15.80498131,48.37748954 15.80505377,48.37769394 15.8051447,48.3776824 15.80519837,48.37771445 15.80520278,48.37785049 15.80514458,48.37803019 15.80518138,48.37805039 15.80522777,48.37803058 15.8053128,48.37779702 15.80534867,48.37755429 15.8055083,48.37739032 15.80563149,48.37730357 15.8055268,48.37729476 15.80546877,48.37727583 15.8054335,48.37723967 15.80544611,48.37720374 15.80550065,48.37721216 15.80554457,48.37716111 15.80558802,48.37715424 15.80568805,48.37716886 15.80575709,48.37722352 15.80585175,48.37720896 15.80599828,48.37715229 15.80614275,48.37706297 15.80615027,48.37702673111830Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)ABU II - Abflussuntersuchung Pielach und SierningGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2007DonauConsult Zottl & Erber Zt.-GmbHjajaneinHW300neinneinneinWA3 - Regionalstelle Mostviertel2D-Berechnung; Änderungen im August 2007; Flussab der Mündung des Deutschbachs wurde aufgrund der Veränderung des rechten Vorlandes die 2007 ausgewiesene Insel aus den ÜF entfernt (Infoquelle: ID_PROJ 1277, Aktualisierung der ÜF in Rabenstein, 2020); im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9004 gespeichert; Projekt 9059 enthält die Überlappungsbereiche mit Projekt 1281 (Neubingbach);2022-09-14T22:00:00Z10002024-11-17T23:00:00Z15.35250529,48.23687799 15.35253866,48.23686383 15.3525165,48.23686743 15.35250529,48.23687799114630Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)ABU IV - Los D.1 (Seebach, Moosbach, Stössingbach, Michelbach, Perschling Oberlauf)Gültigkeit siehe Layer 'Hochwasser-Datenverfügbark2010DonauConsult Zottl & Erber Zt.-GmbHjajaneinHW300neinneinneinWA3 - Regionalstelle MostviertelBerechnung des Ist-Zustandes anhand detaillierter 2D-Berechnung; Überlappungsbereich mit Projekt 1246 in Projekt 9047 dargestellt; 2022: HWS Gedesag, Würmla in ÜF30 u. ÜF100 berücksichtigt; 2022-09-12T22:00:00Z10002024-11-17T23:00:00Z15.92575432,48.2495908 15.9257482,48.24957695 15.92568016,48.24955043 15.92568229,48.24955521 15.92567985,48.24956374 15.92566765,48.24956546 15.92560641,48.24956165 15.92556738,48.24955746 15.92552328,48.24955798 15.92549277,48.24956194 15.92546543,48.24956292 15.92542591,48.24956756 15.92538558,48.24956559 15.92535461,48.24955956 15.92533686,48.24954794 15.9253396,48.24952955 15.9253531,48.24951072 15.92534826,48.24948804 15.92534392,48.2494831 15.92534482,48.24948045 15.92533342,48.24946213 15.92528969,48.24953045 15.92529123,48.24954418 15.92528892,48.24956215 15.925291,48.24958066 15.92527664,48.24961191 15.92525193,48.24965612 15.92528996,48.24962994 15.92533252,48.24956714 15.92537383,48.24958093 15.92536297,48.24966551 15.92541114,48.24963038 15.92542826,48.24960512 15.9254836,48.24956268 15.92559908,48.24957709 15.92575432,48.2495908118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z15.88006567,48.36059978 15.88021605,48.36048386 15.88030774,48.3604193 15.88048624,48.36026821 15.88055158,48.36023135 15.88059492,48.36019708 15.88061475,48.36019004 15.88066142,48.36018128 15.88071398,48.36016022 15.88084905,48.36006871 15.88087955,48.36004527 15.88097787,48.35994798 15.88103993,48.3598998 15.88110917,48.35983775 15.88112386,48.35982985 15.88113466,48.35981851 15.88120387,48.35976849 15.88125833,48.35972148 15.88129991,48.35967615 15.88137639,48.35960287 15.88147441,48.35953147 15.88155643,48.35946143 15.88158484,48.35943511 15.88159507,48.35940595 15.88163598,48.35936002 15.88164435,48.35933232 15.88165402,48.35931841 15.8816681,48.3593106 15.88171039,48.35926608 15.88177399,48.35922746 15.88184036,48.35916532 15.88204409,48.35903911 15.88212485,48.35898501 15.88222897,48.35891048 15.88248296,48.35873802 15.88263246,48.35862151 15.88268834,48.35858735 15.88277882,48.35853949 15.88292061,48.35845411 15.88298427,48.35840654 15.88310515,48.35833415 15.88319857,48.35826195 15.88329318,48.3581988 15.88333932,48.35816498 15.88335898,48.35814558 15.88340605,48.35807634 15.88343023,48.35802371 15.88343266,48.35800271 15.88342223,48.35798587 15.88340693,48.35797635 15.88338,48.35797728 15.8832955,48.35800153 15.88323075,48.3580304 15.88304254,48.35810348 15.88296843,48.35812522 15.88280699,48.35817894 15.88262965,48.35825669 15.8825631,48.35826786 15.88244466,48.35831364 15.8822893,48.35835534 15.88216332,48.35839528 15.88212159,48.35840569 15.8820498,48.3584344 15.88202535,48.35843999 15.88196145,48.35844759 15.88192895,48.35846462 15.88191669,48.35848274 15.88188826,48.35850641 15.88184599,48.35852373 15.88178595,48.35853811 15.8817155,48.3585477 15.88167856,48.35855555 15.88162522,48.35855707 15.88161889,48.35855967 15.8816182,48.35855296 15.88163142,48.35854502 15.88167643,48.35848149 15.88164934,48.35847412 15.88163568,48.35847481 15.88160062,48.35848112 15.8815233,48.35850496 15.88147957,48.35851458 15.88143356,48.35853175 15.88137728,48.35853483 15.88124039,48.3585773 15.88109358,48.35861595 15.88105412,48.35862417 15.88102407,48.35862428 15.88099447,48.35860563 15.8809981,48.35858698 15.88101446,48.35856965 15.88104338,48.35854468 15.88107153,48.35852817 15.88112743,48.3585152 15.88112297,48.35850831 15.88110662,48.35849697 15.8810824,48.3584878 15.88107025,48.35847959 15.88107072,48.35847264 15.88108342,48.35846425 15.88109015,48.35845073 15.88111417,48.35844658 15.88112181,48.35844143 15.8811107,48.35843452 15.88107818,48.35844247 15.88106925,48.35845339 15.88103458,48.35846135 15.88098755,48.35848938 15.88090582,48.35852513 15.88086447,48.35855107 15.88075265,48.35860251 15.88069951,48.35863883 15.88065618,48.35868247 15.88060294,48.35871831 15.88050955,48.35876417 15.88044039,48.35880764 15.88032023,48.35887169 15.88030038,48.35888896 15.88028538,48.35891938 15.88025469,48.35893606 15.88023814,48.35894887 15.88018052,48.35901208 15.88013845,48.35907627 15.88010974,48.35911039 15.88007111,48.35913767 15.88004951,48.35915966 15.88001772,48.35920902 15.88000783,48.35923998 15.88000841,48.35926732 15.88002019,48.35930266 15.88007514,48.35937454 15.8801095,48.35947216 15.8801447,48.35955654 15.8801639,48.35961707 15.88016908,48.35964575 15.88016559,48.359681 15.88015893,48.35970579 15.88013432,48.35975258 15.88013232,48.35977006 15.88015321,48.35981087 15.88015928,48.35983181 15.88014866,48.35983397 15.88013255,48.35982953 15.8800959,48.35980644 15.88007679,48.35977052 15.88003479,48.35971782 15.88002181,48.35967829 15.8800231,48.35962437 15.88003095,48.35956324 15.88002666,48.35951722 15.88002787,48.35946285 15.88000398,48.35939165 15.87997567,48.35933943 15.87996706,48.35933406 15.87995879,48.35933498 15.87993854,48.35934365 15.87990929,48.35939439 15.87985203,48.35944177 15.87984254,48.359464 15.87984389,48.35948291 15.87985251,48.35949997 15.87989074,48.35951875 15.87989684,48.35953544 15.87989821,48.35956355 15.87992836,48.35961957 15.87995861,48.35965748 15.87997628,48.35968912 15.88000053,48.3598052 15.87999868,48.35986779 15.88002126,48.3599662 15.88001821,48.36000174 15.88001364,48.36001324 15.8799897,48.3600432 15.87998428,48.36004594 15.87997207,48.36004004 15.87996136,48.36003119 15.87994215,48.35999265 15.87991181,48.3599489 15.87990361,48.35993258 15.87989401,48.35987765 15.87986413,48.35978687 15.87986407,48.35976902 15.87988512,48.35973762 15.87988587,48.35971402 15.87984859,48.35963778 15.87983421,48.35958964 15.87982949,48.35958611 15.8798256,48.35958733 15.87980618,48.35960602 15.87979489,48.35963697 15.87977115,48.35967655 15.87976484,48.35969857 15.87977029,48.35975322 15.87978387,48.35978606 15.87977986,48.35982159 15.87977022,48.359839 15.87974099,48.35985574 15.87972982,48.35986702 15.87972093,48.35989241 15.87974416,48.35994902 15.87978344,48.35997499 15.87979827,48.35997981 15.87982649,48.35997464 15.87983803,48.35998401 15.87983286,48.36007409 15.8798374,48.36012903 15.87980092,48.36016316 15.87979697,48.36017973 15.87981177,48.36022919 15.87981241,48.36024761 15.87980659,48.36026345 15.87979755,48.36027415 15.87976827,48.36028193 15.87971175,48.36028913 15.87968863,48.36030313 15.87967719,48.36031808 15.87965628,48.36037511 15.87966126,48.36039722 15.87965988,48.36041672 15.87963239,48.36042399 15.87961171,48.36039708 15.87960119,48.36036474 15.87960398,48.36032894 15.87962261,48.36029083 15.8796107,48.36019795 15.87962148,48.36016435 15.8796367,48.36008921 15.87963457,48.36007132 15.87961222,48.36006752 15.87960634,48.36007144 15.87959579,48.36010213 15.87957984,48.36012646 15.87957664,48.36021294 15.8795665,48.36024524 15.87955236,48.36027139 15.87952469,48.36036108 15.87952321,48.36038184 15.87953208,48.36042257 15.87950279,48.36051167 15.87950209,48.36053933 15.87952361,48.36059573 15.87957307,48.36064594 15.87957644,48.36065577 15.8795802,48.36064842 15.87960521,48.36062874 15.87961962,48.36060604 15.87962765,48.36053758 15.87963352,48.36053338 15.87964356,48.36054163 15.87964813,48.36056068 15.87964437,48.36058694 15.87964691,48.36059766 15.87968925,48.36066717 15.87969463,48.36068511 15.87969884,48.36073194 15.87970759,48.36075879 15.87971417,48.36076511 15.87973664,48.3607775 15.87976457,48.36076911 15.87979792,48.36074531 15.87984683,48.36069855 15.87992884,48.36067024 15.88006567,48.36059978118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.9608751,48.26960946 16.96086045,48.26957324 16.96086119,48.26958034 16.9608751,48.26960946114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.9338855,48.24262607 16.9338314,48.24264317 16.93388446,48.24262661 16.9338855,48.24262607111130Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)ABU I - Abflussuntersuchung Niederösterreich - Lainsitz, Braunaubach, Romaubach und ReißbachGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2006Geoconsult Wien ZT GmbHjajaneinHW300neinneinneinWA3 - Regionalstelle Waldviertel2D-Berechnung; Neuberechnung von Reißbach und Romaubach aufgrund neuer Bemessungswassermengen (Jänner 2007); 2009/2010 wurde die "Ergänzung Kastenitzerbach" erstellt und als eigenes Projekt (bis zur Mündung in den Reißbach) digital übernommen; 2012-12-31T23:00:00Z10002024-11-17T23:00:00Z15.04962587,48.97591843 15.04968955,48.97590044 15.04966305,48.97590047 15.04971196,48.97585282 15.04970566,48.97583275 15.04975005,48.9758133 15.04977492,48.97573241 15.04973627,48.97574273 15.04971267,48.97576444 15.04963148,48.97576284 15.04952515,48.97578856 15.04956106,48.97589868 15.04957315,48.97593354 15.04958638,48.97593585 15.04962587,48.97591843118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.96048579,48.24632015 16.9605829,48.24616722 16.96048653,48.24631844 16.96048553,48.24632059 16.96046966,48.24644507 16.96048579,48.24632015118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.91602849,48.3071503 16.91601983,48.30710823 16.91602593,48.30714077 16.91602849,48.3071503114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.91728636,48.31168308 16.9171907,48.31171055 16.91718878,48.31171136 16.91728636,48.31168308114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.92340115,48.24638157 16.92339764,48.24638761 16.92339637,48.24640021 16.92341271,48.24641225 16.92340249,48.24639458 16.92340115,48.24638157113330Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Abflussuntersuchung Piesting und Große FischaGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2008Brandt Gerdes Sitzmann Wasserwirtschaft GmbHjajaneinHW300neinneinjaWA3 - Regionalstelle Industrieviertel2D-Berechnung; Gutenstein bis A2stationär u. instationär, A2bis Gramatneusiedl instat, Gramatneusiedl bis Fischamend stat u.instat; Annahme Versickerung zw.A2u Ebreichsdorf;an Zubringerprojekten jeweils die größeren Ausuferungen digital übern.; Projekt 9006 enthält die Überlappungsbereiche mit Proj 1184 (Donau); ÜF berücksichtigen den DonauHWS der Stadtgemeinde Fischamend (2010 übern.); 2022: Aktualisierung ÜF HQ100 bei Gramatneusiedl aufgrund Geländeanpassung Feldgasse (2014); Im Bereich St.Margarethen/Moos wurde 2015 der HWS am Fischagraben fertig gestellt und die ÜF30undÜF100 aus Maßnahmenkonzept der ABU übernommen (2021), die ÜF300 entspricht der Umhüllenden aus ÜF300Bestand und ÜF100 nach Maßnahmen;2022-05-18T22:00:00Z10002024-11-17T23:00:00Z16.35218772,47.93668914 16.35221041,47.93672804 16.35223599,47.93674524 16.35224341,47.93674142 16.35224882,47.93673022 16.35225277,47.93672858 16.35224428,47.93670637 16.35224956,47.93668063 16.35224806,47.93667981 16.35218772,47.93668914118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.96317324,48.28432933 16.96316495,48.28432551 16.96314018,48.28431735 16.96317324,48.28432933126630Detailprojekt (Ausführungsprojekt, Einreichprojekt)Hochwasserschutz Kammern, AusführungsprojektGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2018Werner ConsultjajaneinHW300neinjaneinWA3 - Regionalstelle Waldviertel2d-Berechnung, stationär; iim Rahmen des Projekts wurden rote Gefahrenzonen erstellt und digital geliefert; Die flussauf und flussab gelegenen Grenzen der digital übernommenen Flächen wurden vom Projetkersteller definiert; Überlappungsbereiche (HW30, HW100, HW300) mit Projekt 1138 in Projekt 9051 und mit Projekt 1256 in Projekt 9052 dargestellt;2019-03-31T22:00:00Z10002024-11-17T23:00:00Z15.70454966,48.47011333 15.70457876,48.47011569 15.70458751,48.47011479 15.70460491,48.47011129 15.70469653,48.47008733 15.70473499,48.47007387 15.70474153,48.47007072 15.70494853,48.46994696 15.70495398,48.46994262 15.70497394,48.46992328 15.70502693,48.46986625 15.70502906,48.46986197 15.70502955,48.4698576 15.70502848,48.46985377 15.7050261,48.46985102 15.70502225,48.46984926 15.70501682,48.4698483 15.70501069,48.46984828 15.70500489,48.46984925 15.70499974,48.46985118 15.70499522,48.46985371 15.70499172,48.46985682 15.70498425,48.46986516 15.70497347,48.46987384 15.70494133,48.46989653 15.70493444,48.46990088 15.70492699,48.46990489 15.70491952,48.46990844 15.70491095,48.46991154 15.70484916,48.46992994 15.704844,48.46993064 15.70484239,48.46993055 15.70483704,48.4699291 15.70483525,48.46992795 15.70483205,48.46992422 15.70483065,48.46992012 15.70482905,48.469912 15.70482719,48.46990807 15.70482439,48.46990494 15.70482037,48.46990266 15.70481506,48.46990091 15.70478525,48.46989296 15.70477675,48.46989083 15.70476733,48.46988921 15.7047565,48.46988804 15.70474496,48.46988732 15.70473303,48.46988698 15.70472102,48.46988701 15.70470889,48.46988746 15.70469748,48.46988837 15.70468719,48.46988978 15.70467784,48.4698919 15.70464358,48.4699046 15.70463551,48.46990802 15.7045872,48.46993083 15.70456203,48.46994737 15.7044101,48.47007296 15.70440482,48.47007814 15.70440075,48.47008381 15.70439738,48.47009022 15.70438952,48.47010945 15.70438803,48.47011576 15.70438761,48.47012181 15.70438816,48.47012747 15.70439227,48.47014207 15.70439461,48.47014577 15.70443371,48.47018437 15.70443643,48.47018564 15.70444122,48.47018656 15.70446379,48.47018949 15.70447247,48.47019003 15.70448167,48.47018992 15.70449188,48.4701889 15.7045036,48.47018681 15.70453032,48.47018142 15.70454317,48.4701783 15.70457312,48.47016963 15.70456691,48.47016755 15.70455959,48.47016423 15.70455155,48.47015992 15.70454462,48.47015508 15.70453864,48.47014863 15.70453476,48.4701417 15.70453137,48.47013053 15.70453081,48.4701258 15.70453246,48.47012053 15.70453639,48.4701169 15.70453782,48.47011604 15.70454357,48.47011384 15.70454966,48.47011333118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.91596938,48.30644632 16.91597405,48.30647653 16.91597033,48.30645151 16.91596938,48.30644632114630Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)ABU IV - Los D.1 (Seebach, Moosbach, Stössingbach, Michelbach, Perschling Oberlauf)Gültigkeit siehe Layer 'Hochwasser-Datenverfügbark2010DonauConsult Zottl & Erber Zt.-GmbHjajaneinHW300neinneinneinWA3 - Regionalstelle MostviertelBerechnung des Ist-Zustandes anhand detaillierter 2D-Berechnung; Überlappungsbereich mit Projekt 1246 in Projekt 9047 dargestellt; 2022: HWS Gedesag, Würmla in ÜF30 u. ÜF100 berücksichtigt; 2022-09-12T22:00:00Z10002024-11-17T23:00:00Z15.85381045,48.25377218 15.85361511,48.25376695 15.8535502,48.25375555 15.85353456,48.25376858 15.85365476,48.25380083 15.85372681,48.25381288 15.85378632,48.25381232 15.85381652,48.2538286 15.8537439,48.2538401 15.85368179,48.25383899 15.8535968,48.25384831 15.85352088,48.25384695 15.85347545,48.25386724 15.85334332,48.2538554 15.85329794,48.25385583 15.85325183,48.25385501 15.85323747,48.2538571 15.85326487,48.25389121 15.8532911,48.2538732 15.85330418,48.25389477 15.85321907,48.25391281 15.85323672,48.25393605 15.85324975,48.25395427 15.85327687,48.2539632 15.85329464,48.25397571 15.85326823,48.25400941 15.8534106,48.25406269 15.85342362,48.25408091 15.85343895,48.25409086 15.8535314,48.2541213 15.8535303,48.2541488 15.85358482,48.25416675 15.85362571,48.25418104 15.85366534,48.25418066 15.85374036,48.25421148 15.85377172,48.2542963 15.85371641,48.25445068 15.85370269,48.25450566 15.85374304,48.2545587 15.85376976,48.25450486 15.85378735,48.25448713 15.85380974,48.25455017 15.85383515,48.25456669 15.85386322,48.25459109 15.85380904,48.25460836 15.85380952,48.25463099 15.85375995,48.2546524 15.85374153,48.25467151 15.85378181,48.25468477 15.85382172,48.25470782 15.85377438,48.25472292 15.85372713,48.25477039 15.85368094,48.25475425 15.85365967,48.25478389 15.85370963,48.25481635 15.85367245,48.2548282 15.85365921,48.25483304 15.85369949,48.2548463 15.85373442,48.25489516 15.85371209,48.25490931 15.85371228,48.25491839 15.85371036,48.25496626 15.85364837,48.25498099 15.85363123,48.25494494 15.85362194,48.2549271 15.85360412,48.25496299 15.85358781,48.25498382 15.85358968,48.25507232 15.85363097,48.25512669 15.85335881,48.2551417 15.85327791,48.25516911 15.85327897,48.25521943 15.85320982,48.25524929 15.8531837,48.25524883 15.85317041,48.25525795 15.85312947,48.255271 15.85313002,48.25529668 15.85307365,48.25532102 15.85296739,48.25533785 15.85288686,48.25535127 15.85278372,48.25536761 15.85276489,48.255419 15.8527915,48.25545403 15.85279087,48.25546985 15.85262509,48.25550501 15.85250585,48.25551745 15.85231932,48.25554215 15.85221615,48.25555292 15.85214392,48.25557738 15.85211556,48.25558643 15.85208984,48.25558597 15.85206083,48.25558624 15.85200691,48.25560451 15.85192174,48.25566296 15.85179822,48.25568252 15.85165637,48.25571053 15.85161747,48.25573722 15.85153173,48.25575541 15.85155284,48.25579745 15.85150953,48.25582489 15.85148138,48.25585951 15.85153514,48.25587141 15.85154813,48.25589315 15.85148024,48.25595212 15.85144649,48.25598603 15.85148793,48.25599967 15.85129907,48.25613613 15.85120482,48.25619585 15.85105357,48.25625494 15.85083069,48.25626855 15.85061082,48.25628637 15.85058843,48.25629564 15.85106361,48.25627064 15.85116072,48.2562489 15.85128701,48.25617901 15.8513855,48.25611141 15.8515868,48.25599016 15.85167903,48.25598012 15.85169764,48.25603253 15.85173844,48.25607328 15.85183972,48.25609022 15.85214443,48.25608735 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15.89455477,48.25047822 15.89453085,48.25049561 15.8945083,48.25044581 15.89444792,48.25040936 15.89447751,48.25033724 15.89455609,48.25032535 15.89457298,48.25030112 15.89460774,48.25028957 15.89474392,48.25031707 15.89485232,48.25032598 15.89495877,48.25034546 15.89500264,48.25034388 15.89499446,48.25024242 15.89501509,48.25019212 15.89501172,48.25015033 15.89504464,48.25011042 15.89508269,48.25011208 15.89512412,48.25011059 15.89514949,48.25012977 15.8952557,48.25019023 15.8953711,48.25020269 15.89544487,48.25022983 15.89550601,48.25024886 15.89553962,48.25024765 15.89557929,48.25025732 15.8956455,48.25027126 15.8956623,48.25030835 15.89565908,48.25034124 15.89556552,48.25033715 15.89551906,48.25033882 15.89541785,48.25032815 15.89527916,48.25031676 15.89518659,48.25029982 15.89516165,48.25030071 15.89507178,48.25028753 15.89505305,48.25030137 15.89505607,48.25033879 15.89508902,48.25035868 15.89521549,48.25037234 15.89531571,48.25039258 15.89536331,48.25039086 15.89541647,48.25040059 15.89548732,48.25041189 15.89555162,48.25040957 15.89571228,48.25042928 15.89576672,48.25042732 15.89581384,48.25042938 15.89583404,48.25042865 15.89585423,48.25042953 15.89588117,48.25042856 15.89590809,48.25042974 15.89595288,48.25042813 15.89598398,48.25043957 15.89598094,48.25047056 15.89577934,48.25048242 15.89572615,48.25049171 15.89553786,48.25050007 15.89540887,48.25048812 15.89530161,48.25049197 15.89523431,48.25048904 15.8952141,48.25048976 15.89517474,48.25048804 15.89516051,48.25049856 15.89513934,48.25049764 15.89506977,48.2505297 15.89505197,48.25057951 15.8950358,48.25056728 15.89504039,48.2505203 15.89503839,48.25049543 15.89490574,48.2505002 15.89489115,48.25047864 15.89487785,48.25048846 15.89481782,48.25049754 15.89479472,48.25049654 15.89476909,48.25045867 15.89471298,48.25044286 15.89463556,48.25047853 15.894607,48.25048691 15.89460963,48.25046005 15.89457478,48.2504555715.90808945,48.24871297 15.90807497,48.24870357 15.90803695,48.24867685 15.90798327,48.24867591 15.9078999,48.24868916 15.90783473,48.24871128 15.90780562,48.24871156 15.90775008,48.24870184 15.90769809,48.24870235 15.90765097,48.24870154 15.9075242,48.24870279 15.90749537,48.24868252 15.90737724,48.24868369 15.90733471,48.24866484 15.90730593,48.24864461 15.90720057,48.24866222 15.90720021,48.24864626 15.9072009,48.24862856 15.90712645,48.24862727 15.90701764,48.24862834 15.90692708,48.24861768 15.90676674,48.24861927 15.90670233,48.24860852 15.90667003,48.24858582 15.90658176,48.24856632 15.90659499,48.24856298 15.90668966,48.24854552 15.9067164,48.24853645 15.90705342,48.2485199 15.90717452,48.24851117 15.90740429,48.24852248 15.90764401,48.2485117 15.90790759,48.24852392 15.90800255,48.24852298 15.90809679,48.24852462 15.90817085,48.24852388 15.90831603,48.2485264 15.90888417,48.24849996 15.90891223,48.24849044 15.90926206,48.24847416 15.9093562,48.24845634 15.90943733,48.24844783 15.909491,48.24843886 15.90960569,48.24842588 15.90962067,48.24845566 15.90951789,48.24847511 15.90945023,48.24848367 15.90942162,48.24849338 15.90934229,48.24851025 15.90924792,48.24855505 15.90909933,48.24858129 15.90907259,48.24859037 15.90883384,48.24860248 15.90874895,48.24861597 15.90866547,48.2486347 15.90854912,48.24863269 15.90850661,48.24864223 15.90846934,48.24864158 15.90838493,48.24865499 15.90833146,48.24867314 15.90827691,48.24869056 15.9082123,48.24871249 15.90816254,48.24871298 15.90813562,48.24871252 15.90808945,48.2487129715.85946147,48.25212047 15.85922715,48.25195004 15.85923537,48.25194578 15.85928569,48.25198251 15.85932849,48.25199622 15.85939238,48.25201913 15.85936867,48.25199206 15.85933628,48.2519602 15.85947723,48.25184746 15.85943579,48.25184847 15.85939762,48.25187565 15.85937623,48.25187499 15.85931597,48.25187634 15.85931545,48.25186594 15.85935598,48.25185337 15.85930179,48.25183108 15.85924831,48.25184767 15.85920825,48.25186583 15.8591538,48.25187426 15.85905744,48.25195505 15.85898263,48.25200831 15.85893924,48.25200927 15.85890981,48.25199084 15.85886647,48.2519592 15.85873561,48.25188424 15.85866989,48.25183627 15.85857922,48.25178588 15.85855601,48.25175614 15.85863039,48.25168491 15.85859989,48.25168284 15.85855058,48.25168394 15.85853675,48.25167385 15.85848262,48.25164698 15.85846971,48.25162842 15.85841729,48.25165219 15.8583755,48.2516372 15.85834813,48.25162844 15.85829504,48.2516009 15.85826768,48.25159213 15.8582506,48.25157967 15.85813421,48.25151929 15.85805366,48.25149349 15.85808034,48.25146511 15.85810904,48.25144757 15.85810744,48.2514156 15.85816974,48.25139628 15.85820288,48.25137603 15.85822243,48.2513621 15.85824352,48.25134922 15.8583906,48.25119744 15.85843363,48.25117914 15.85848371,48.25114348 15.85852631,48.25114253 15.85857871,48.25116132 15.85859512,48.25116183 15.8586446,48.25116072 15.85868521,48.25117373 15.85871395,48.25121506 15.85880326,48.2512521 15.85882343,48.25125271 15.85885449,48.2512306 15.85891719,48.25125309 15.8589617,48.25126271 15.8590221,48.25128437 15.85910577,48.25126517 15.85916393,48.25129225 15.85924017,48.25127476 15.8592269,48.25130833 15.85921262,48.25132609 15.85922657,48.25134396 15.85923935,48.25136234 15.85930658,48.25137333 15.85929348,48.25138955 15.85925296,48.25140211 15.8592657,48.2514254 15.85927959,48.25143411 15.85930576,48.25146154 15.8593496,48.25148901 15.8593447,48.2515603 15.85938473,48.25158537 15.85938596,48.25161009 15.85938382,48.25164139 15.85942702,48.25162348 15.85942564,48.25159587 15.85948011,48.25159753 15.85947918,48.25157895 15.85950022,48.25157459 15.85951059,48.25159695 15.85958787,48.25158862 15.85963991,48.25156502 15.8596817,48.25158001 15.85974555,48.25160046 15.85977537,48.25164335 15.85979256,48.25165412 15.85973054,48.25171353 15.85968848,48.25176582 15.85972011,48.25178564 15.85972062,48.25179584 15.85971999,48.25180498 15.85973883,48.25182912 15.85966574,48.2519037 15.85963752,48.25193073 15.85963919,48.25196414 15.85961181,48.25200227 15.85953666,48.25201389 15.85948334,48.25205185 15.85942768,48.25208586 15.85945957,48.25210913 15.85947296,48.25211342 15.85946147,48.25212047114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.93193562,48.26540124 16.93199747,48.26540551 16.93199519,48.26540514 16.93194141,48.26540118 16.93193562,48.26540124124630GefahrenzonenplanGefahrenzonenplan Laabenbach/Große Tulln, Revision 2016Gültigkeit siehe Layer 'Hochwasser-Datenverfügbark2017DonauConsultjajaneinHW300jajajaWA3 - Regionalstelle Mostviertel2D-Berechnung, stationär; Szenario: HW30 Reinwasser, HW100 u. HW300 Gefahrenszenario; rot-gelber und blauer FB vorhanden; Überlappungsbereiche (HW30, HW100 und HW300) mit Projekt 1122 in Projekt 9046, mit Projekt 1146 in Projekt 9047, mit Projekt 1257 in Projekt 9049, mit Projekt 1271 in Projekt 9058 und mit Projekt 1208 (hier auch Rote Zone) in Projekt 9048 dargestellt; 2022: HWS KG Inprugg in ÜF100, ÜF300 berücksichtigt;2022-09-12T22:00:00Z10002024-11-17T23:00:00Z15.92695521,48.24643352 15.92694374,48.24641182 15.92692759,48.24643115 15.9269037,48.24643975 15.92695521,48.24643352114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.91000024,48.3196727 16.90997806,48.31969754 16.90999079,48.31968359 16.91000024,48.3196727118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z15.35204709,48.23708468 15.3520988,48.2370411 15.35206899,48.23705073 15.35201288,48.2370762 15.3519803,48.2370939 15.35195417,48.23710964 15.3519929,48.23710221 15.35204709,48.23708468118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.97839297,48.18351753 16.97841339,48.18345958 16.97839542,48.18350579 16.97839223,48.18351964 16.97839297,48.18351753111830Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)ABU II - Abflussuntersuchung Pielach und SierningGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2007DonauConsult Zottl & Erber Zt.-GmbHjajaneinHW300neinneinneinWA3 - Regionalstelle Mostviertel2D-Berechnung; Änderungen im August 2007; Flussab der Mündung des Deutschbachs wurde aufgrund der Veränderung des rechten Vorlandes die 2007 ausgewiesene Insel aus den ÜF entfernt (Infoquelle: ID_PROJ 1277, Aktualisierung der ÜF in Rabenstein, 2020); im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9004 gespeichert; Projekt 9059 enthält die Überlappungsbereiche mit Projekt 1281 (Neubingbach);2022-09-14T22:00:00Z10002024-11-17T23:00:00Z15.3566216,48.23397958 15.35667963,48.23388672 15.3566686,48.23390146 15.35664561,48.23393662 15.35662671,48.23396345 15.3566216,48.23397958114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.95405274,48.24094475 16.95396057,48.24095231 16.95394943,48.24095354 16.95405274,48.24094475118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.91776573,48.2749285 16.91774526,48.27494799 16.91776067,48.27493362 16.91776573,48.2749285118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.96635656,48.27958804 16.96654854,48.27960661 16.96636172,48.27958839 16.96635656,48.27958804114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.95919587,48.26253016 16.95920457,48.2625558 16.95919747,48.26253073 16.95919587,48.26253016114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.87911082,48.31929385 16.87910981,48.31929422 16.87907406,48.31930792 16.87911082,48.31929385126630Detailprojekt (Ausführungsprojekt, Einreichprojekt)Hochwasserschutz Kammern, AusführungsprojektGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2018Werner ConsultjajaneinHW300neinjaneinWA3 - Regionalstelle Waldviertel2d-Berechnung, stationär; iim Rahmen des Projekts wurden rote Gefahrenzonen erstellt und digital geliefert; Die flussauf und flussab gelegenen Grenzen der digital übernommenen Flächen wurden vom Projetkersteller definiert; Überlappungsbereiche (HW30, HW100, HW300) mit Projekt 1138 in Projekt 9051 und mit Projekt 1256 in Projekt 9052 dargestellt;2019-03-31T22:00:00Z10002024-11-17T23:00:00Z15.70634858,48.46556999 15.70634444,48.4655698 15.70633955,48.46557078 15.70633378,48.4655728 15.70632761,48.46557583 15.70632134,48.46557941 15.70630944,48.465588 15.70630437,48.46559263 15.70629944,48.46559789 15.70629565,48.46560341 15.7062923,48.46560981 15.7062871,48.46562214 15.7062858,48.4656283 15.70627828,48.46571085 15.70627795,48.46572734 15.7062784,48.46573552 15.70627937,48.46574364 15.70628089,48.4657509 15.70628329,48.46575796 15.70628664,48.46576406 15.706324,48.46582997 15.70633196,48.46584225 15.70637276,48.46589809 15.70640727,48.4659416 15.70639657,48.46597673 15.70639121,48.46598009 15.70638699,48.465984 15.70638379,48.46598815 15.70638179,48.46599184 15.70638149,48.46599507 15.70638267,48.46599817 15.70638473,48.46600117 15.70638721,48.46600324 15.70643916,48.4660238 15.70644394,48.46602468 15.70644779,48.46602459 15.70645951,48.46594298 15.7064598,48.46593669 15.70645894,48.46593049 15.70641038,48.46571419 15.70639393,48.46564743 15.70638855,48.46562939 15.70638634,48.46562283 15.70638382,48.46561711 15.70636768,48.46558574 15.70636092,48.46557722 15.70635705,48.46557377 15.70635274,48.46557136 15.70634858,48.46556999132030GefahrenzonenplanGZP TaffaGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2023Hydro Ingenieure Umwelttechnik GmbHjajaneinHW300jajaneinWA3 - Regionalstelle Waldviertel2d-Berechnung, stationär für Große Taffa (Taffa), Kleine Taffa, Unbenanntes Gerinne [Kl.Taffa] "Hutbiglgraben", Mödringbach, Breiteneicherbach, Unbenanntes Gerinne [Breiteneicher Bach] "Zeiselberggraben"; Ausweisung GZP Taffa von 17,000 bis 24,435 auf Grundlage der Modellergebnisse ABU Taffa 2008; Projekt 9073 enthält die Überlappungsbereiche mit Projekt 1097 (Kamp);2024-09-09T22:00:00Z10002024-11-17T23:00:00Z15.64225301,48.6281263 15.64225322,48.62812647 15.64225688,48.6281268 15.64225301,48.6281263114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.97325011,48.19700799 16.97322589,48.19705897 16.97324587,48.19701843 16.97325011,48.19700799114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.85933329,48.35349536 16.85938227,48.35350964 16.85940002,48.35351062 16.85933329,48.35349536114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.93757601,48.22808747 16.93754889,48.22813294 16.93754652,48.22814177 16.93757601,48.22808747118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.91539136,48.27980475 16.91539519,48.27980316 16.91535507,48.27981867 16.91539136,48.27980475118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.96009578,48.28651668 16.9600836,48.28648199 16.96008625,48.28648978 16.96009578,48.28651668114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.94967466,48.26434595 16.94965237,48.2643621 16.94964101,48.26437042 16.94967466,48.26434595114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.94885608,48.25904153 16.94886252,48.25905164 16.9488756,48.25907196 16.94885608,48.25904153118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.96020085,48.28683284 16.96018979,48.28679588 16.96019817,48.28682486 16.96020085,48.28683284118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z15.84192294,48.36949903 15.84197764,48.36947991 15.84200604,48.3694802 15.84205321,48.36949249 15.84208015,48.36948902 15.84212895,48.36946492 15.84218686,48.36945305 15.84220239,48.36943447 15.8421927,48.36942778 15.84216408,48.36942193 15.84210925,48.3694192 15.84209947,48.36941561 15.84210271,48.36941025 15.84211837,48.36940312 15.84211877,48.36938653 15.8421171,48.36938016 15.84209794,48.36937041 15.84208479,48.3693677 15.84204915,48.36937568 15.84202422,48.36937725 15.84195721,48.36936407 15.84192296,48.36936113 15.84189606,48.36937044 15.84185024,48.36940358 15.84184212,48.36941535 15.84183752,48.36943551 15.84184819,48.36946821 15.84186336,48.36948641 15.84189678,48.3695015 15.84192294,48.36949903111830Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)ABU II - Abflussuntersuchung Pielach und SierningGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2007DonauConsult Zottl & Erber Zt.-GmbHjajaneinHW300neinneinneinWA3 - Regionalstelle Mostviertel2D-Berechnung; Änderungen im August 2007; Flussab der Mündung des Deutschbachs wurde aufgrund der Veränderung des rechten Vorlandes die 2007 ausgewiesene Insel aus den ÜF entfernt (Infoquelle: ID_PROJ 1277, Aktualisierung der ÜF in Rabenstein, 2020); im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9004 gespeichert; Projekt 9059 enthält die Überlappungsbereiche mit Projekt 1281 (Neubingbach);2022-09-14T22:00:00Z10002024-11-17T23:00:00Z15.35000378,48.23970844 15.35000296,48.23970795 15.34998575,48.23971772 15.34998507,48.23971893 15.35000378,48.23970844118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.97948928,48.18074492 16.97948815,48.18075232 16.9794885,48.18075535 16.97948928,48.18074492906030Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Überlappungsbereich der Überflutungsflächen der Perschling (ID_PROJ1294) und der Donau (ID_PROJ1184)Gültigkeit siehe Layer 'Hochwasser-Datenverfügbark2021jajaneinHW300neinneinneinWA3 - Regionalstelle Mostviertel 2022-08-28T22:00:00Z10002024-11-17T23:00:00Z15.93255663,48.34059781 15.93243067,48.34062594 15.93238687,48.34064003 15.93222558,48.34067754 15.93216034,48.34069562 15.93207926,48.34071382 15.93202381,48.34072868 15.9319441,48.3407471 15.93189007,48.34075654 15.93179865,48.34078185 15.93172787,48.34079837 15.93165952,48.34081295 15.93153866,48.34084385 15.93148461,48.34085543 15.93136292,48.34089241 15.93132249,48.34090608 15.93121417,48.34093841 15.93115601,48.34095945 15.93109245,48.34097845 15.93104559,48.34099503 15.93094369,48.3410256 15.9308783,48.3410484 15.9308129,48.34106433 15.93080151,48.34106828 15.93076344,48.34108397 15.93071645,48.34109714 15.9306546,48.34111974 15.9305584,48.34115337 15.93047182,48.34118532 15.93045477,48.34119119 15.93041874,48.3412027 15.93041504,48.34120412 15.93039706,48.34121223 15.93038723,48.34121715 15.93032052,48.34125279 15.93031611,48.34125478 15.93030958,48.34125715 15.9303033,48.34125886 15.93029523,48.34125941 15.930287,48.3412593 15.93026449,48.34125828 15.93025343,48.34125858 15.93024331,48.34125974 15.93023412,48.34126175 15.93015455,48.34128571 15.93009365,48.34130503 15.92997853,48.34134324 15.92994433,48.34135422 15.92983719,48.3413853 15.92979394,48.34139645 15.92976891,48.34140392 15.9297548,48.34140979 15.92975197,48.34141125 15.92973893,48.34141994 15.92973439,48.34142335 15.92972757,48.34142758 15.92972044,48.34143105 15.92971298,48.34143377 15.92964373,48.34145469 15.92960487,48.34146408 15.92957462,48.34147318 15.92956693,48.34147493 15.92953788,48.34148051 15.92953388,48.34148156 15.92948655,48.34149674 15.92946691,48.34150255 15.92943437,48.34151091 15.92940327,48.34151794 15.92938082,48.34152438 15.92934212,48.34153684 15.92930685,48.34155003 15.92925675,48.34156736 15.92921288,48.34158157 15.92918258,48.34159062 15.92914801,48.3416015 15.92909779,48.34161783 15.92906494,48.34162884 15.92904269,48.3416376 15.92903176,48.34164069 15.92901478,48.34164483 15.92894724,48.34165989 15.92891511,48.34167605 15.92885394,48.3416831 15.92884024,48.34168629 15.92877989,48.34170647 15.9286584,48.34172812 15.92859078,48.34174923 15.92854543,48.3417596 15.92842867,48.34177977 15.92837456,48.34179812 15.9282935,48.34181291 15.92826925,48.34181577 15.92826197,48.34181779 15.92822374,48.34182676 15.92818538,48.34183867 15.92813929,48.34184809 15.92810575,48.34185336 15.92799028,48.34187778 15.92796918,48.34188512 15.92788813,48.34189979 15.92786611,48.34190217 15.92784646,48.34190622 15.92782411,48.34191113 15.92778001,48.34192418 15.92774089,48.3419329 15.92761787,48.34195769 15.92753667,48.34199129 15.92749959,48.34200361 15.92745733,48.34202553 15.92742832,48.34204446 15.92737603,48.34206274 15.92734714,48.34207552 15.92731178,48.3420507 15.92729359,48.34202389 15.92727024,48.34199325 15.92726435,48.34199409 15.92725963,48.34199514 15.92724422,48.34200004 15.92722035,48.34200888 15.92719757,48.34201868 15.92714507,48.34204035 15.92713295,48.3420444 15.92707912,48.34206655 15.9270232,48.34209864 15.92694192,48.34214146 15.92689971,48.34215645 15.92683274,48.34219286 15.9268322,48.34221212 15.92694729,48.34217671 15.9292798,48.34162769 15.9313945,48.34095286 15.93255663,48.34059781118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.88089909,48.34524912 16.88088979,48.34525577 16.880874,48.34526733 16.88089909,48.34524912114630Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)ABU IV - Los D.1 (Seebach, Moosbach, Stössingbach, Michelbach, Perschling Oberlauf)Gültigkeit siehe Layer 'Hochwasser-Datenverfügbark2010DonauConsult Zottl & Erber Zt.-GmbHjajaneinHW300neinneinneinWA3 - Regionalstelle MostviertelBerechnung des Ist-Zustandes anhand detaillierter 2D-Berechnung; Überlappungsbereich mit Projekt 1246 in Projekt 9047 dargestellt; 2022: HWS Gedesag, Würmla in ÜF30 u. ÜF100 berücksichtigt; 2022-09-12T22:00:00Z10002024-11-17T23:00:00Z15.88295407,48.2063244 15.88290127,48.2063185 15.88286665,48.20632124 15.88283947,48.20631887 15.88276564,48.20633265 15.88277534,48.20634085 15.88282615,48.20633683 15.88284783,48.20633872 15.88294804,48.20632937 15.88295407,48.2063244114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.97053197,48.20760109 16.97060534,48.20761082 16.97059351,48.20760889 16.97053197,48.20760109114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.88525192,48.34178746 16.88521043,48.34183915 16.88521927,48.34182911 16.88525192,48.34178746118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.96246575,48.19934975 16.96245224,48.19936392 16.9624481,48.19936889 16.96246575,48.19934975114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.8649885,48.3387228 16.86498621,48.33872644 16.86504111,48.33876019 16.8649885,48.3387228127430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)LEITHA - Abflussuntersuchung Zustand 2018, Leithawasserverband IVGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2020Werner Consult ZT GmbHjajaneinHW300neinneinneinWA3 - Regionalstelle Industrieviertel2d-Berechnung, instationär; Zustand 2018; die ÜF der RHBs Katzelsdorf und Lichtenwörth wurden 2021 ergänzt; Projekt 9054 enthält die Überlappungsbereiche mit Projekt 1201 (Pitten); Projekt 9066 enthält die Überlappungsbereiche mit Projekt 1302 (Warme Fischa); 2022-08-29T22:00:00Z10002024-11-17T23:00:00Z16.3135709,47.85109574 16.3135669,47.85109124 16.31357547,47.85111105 16.31358822,47.85113012 16.3135709,47.85109574131130Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)ABU Enns km 3,300 - km 8,200Gültigkeit siehe Layer 'Hochwasser-Datenverfügbark2021Ingenieurbüro Dr. Lang ZT-GmbHjajaneinHW300neinneinneinWA3 - Regionalstelle Mostviertel2D-Berechnung; HQ30 stationäre Berechnung, HQ100 instationäre Berechnung mit 2-fachem Dammbruchszenario (1x Dammbruch bestehender Damm Kötting, 1 x Dammbruch bestehender Damm Ennsdorf), HQ300 stationäre Berechnung; Projekt 9069 enthält die Überlappungsbereiche mit Projekt 1184 (Donau); 2024-05-07T22:00:00Z10002024-11-17T23:00:00Z14.49672279,48.22497374 14.49678771,48.2250074 14.49678286,48.22498986 14.49673065,48.22497124 14.49672279,48.22497374114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.9274341,48.24525515 16.92741547,48.24526376 16.92741952,48.245262 16.9274341,48.24525515114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.8535564,48.34305859 16.85354878,48.34307227 16.85354415,48.34308272 16.8535564,48.34305859118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.94865237,48.26508705 16.94867744,48.26506888 16.94864089,48.26509528 16.94865237,48.26508705114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.95547656,48.24047092 16.95541669,48.24048609 16.95542311,48.24048538 16.95547656,48.24047092114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.92403469,48.26875808 16.92401353,48.26878861 16.92400608,48.26879968 16.92403469,48.26875808114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.93264294,48.24304273 16.93255826,48.24307675 16.93263549,48.24304642 16.93264294,48.24304273114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.96153173,48.27127751 16.96154982,48.271339 16.96153235,48.27127928 16.96153173,48.27127751113330Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Abflussuntersuchung Piesting und Große FischaGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2008Brandt Gerdes Sitzmann Wasserwirtschaft GmbHjajaneinHW300neinneinjaWA3 - Regionalstelle Industrieviertel2D-Berechnung; Gutenstein bis A2stationär u. instationär, A2bis Gramatneusiedl instat, Gramatneusiedl bis Fischamend stat u.instat; Annahme Versickerung zw.A2u Ebreichsdorf;an Zubringerprojekten jeweils die größeren Ausuferungen digital übern.; Projekt 9006 enthält die Überlappungsbereiche mit Proj 1184 (Donau); ÜF berücksichtigen den DonauHWS der Stadtgemeinde Fischamend (2010 übern.); 2022: Aktualisierung ÜF HQ100 bei Gramatneusiedl aufgrund Geländeanpassung Feldgasse (2014); Im Bereich St.Margarethen/Moos wurde 2015 der HWS am Fischagraben fertig gestellt und die ÜF30undÜF100 aus Maßnahmenkonzept der ABU übernommen (2021), die ÜF300 entspricht der Umhüllenden aus ÜF300Bestand und ÜF100 nach Maßnahmen;2022-05-18T22:00:00Z10002024-11-17T23:00:00Z16.50106785,48.03316998 16.50107712,48.03316455 16.50110732,48.03316757 16.5011169,48.03316398 16.50111973,48.03316077 16.50111928,48.03315753 16.5011094,48.03315276 16.50108488,48.03314203 16.50103335,48.03314272 16.50102921,48.03314425 16.50102481,48.03315398 16.50102867,48.03315421 16.50103035,48.03315562 16.50106785,48.03316998118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.88549087,48.28853358 16.88549195,48.28852047 16.88549014,48.28854105 16.88549087,48.28853358125630Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Abflussuntersuchung NÖ III; Los C.2 -Loisbach/Sirnitzbach; Ergänzung 2017Gültigkeit siehe Layer 'Hochwasser-Datenverfügbark2017IB Neukirchen ZT GmbHjajaneinHW300neinneinneinWA3 - Regionalstelle Waldviertelgekoppeltes 1D- und 2D Modell (Flusschlauch 1D, Vorlandmodell 2D), stationär; Überlappungsbereich mit Projekt 1256 in Projekt 9053 dargestellt (HW100 und HW300); 2018-02-13T23:00:00Z10002024-11-17T23:00:00Z15.70538896,48.46297657 15.70538983,48.4629803 15.7053927,48.46301122 15.70539253,48.46301796 15.70539163,48.46302439 15.70538936,48.46303171 15.70541623,48.46302865 15.70540121,48.46297506 15.70538896,48.46297657114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.97557454,48.19324402 16.97554847,48.1932798 16.97555063,48.19327844 16.97557367,48.19324621 16.97557454,48.19324402114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.88644481,48.34036179 16.88641832,48.34039318 16.88642155,48.34038947 16.88644481,48.34036179130230Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Abflussuntersuchungen IV, Los D.4, Frauenbach Fkm 0.0 bis 16.0, Warme Fischa Fkm 27.5 bis 5.99Gültigkeit siehe Layer 'Hochwasser-Datenverfügbark2015Dr. Blasy - Dr. Overland, Beratende Ingenieure GmbH & Co. KGjajaneinHW300neinneinneinWA3 - Regionalstelle Industrieviertel2D-Berechnung, die Warme Fischa und der Frauenbach wurden instationär mit Versickerung berechnet; 2022 Datenaustausch auf Grundlage Projekt ABU2015; Projekt 9068 enthält die Überlappungsbereiche mit Projekt 1171 (Johannesbach); Projekt 9066 enthält die Überlappungsbereiche mit Projekt 1274 (Leitha WV4); Projekt 9067 enthält die Überlappungsbereiche mit Projekt 1273 (Leitha WV3);2022-08-29T22:00:00Z10002024-11-17T23:00:00Z16.30532793,47.8446618 16.30534198,47.84464486 16.30531256,47.84464884 16.30534656,47.84470994 16.30535459,47.84472162 16.30537959,47.84477425 16.30538356,47.84479343 16.30538773,47.84481053 16.30537235,47.84483573 16.30536801,47.84484624 16.30539752,47.84480485 16.30540542,47.84472645 16.30532793,47.8446618118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z15.83935511,48.36255221 15.83934202,48.36255087 15.8393162,48.36255729 15.83930272,48.36256993 15.83930916,48.36258754 15.83934328,48.3626169 15.83938142,48.36264193 15.83939372,48.36267805 15.83943987,48.36273174 15.83945004,48.36274982 15.8394939,48.36278651 15.83950377,48.36280064 15.83952219,48.36279838 15.83946585,48.36273168 15.83943228,48.36267782 15.839396,48.36263554 15.83938681,48.3626072 15.83938688,48.36256928 15.83937168,48.3625576 15.83935511,48.36255221123830Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)HWS Kamp UnterlaufGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2015Werner Consult ZT GesmbhjajaneinHW300neinneinneinWA3 - Regionalstelle Waldviertel2D-Berechung, instationär; Fertigstellung der HWS-Maßnahmen: 2015; Die Ausweisungen wurden nach Rückspache mit dem Planer von der Bahnlinie in der KG Hadersdrof flussab digital übernommen; In der KG Hadersdorf liegen Ausweisungen der roten Zone Flussbau aus dem Ausführungsprojekt Hochwasserschutz Kammern (ID 1266) vor; Überlappungsbereich mit Projekt 1184 in Projekt 9039 dargestellt (HW30, HW100 und HW300);2019-03-31T22:00:00Z10002024-11-17T23:00:00Z15.74593893,48.38585095 15.74597675,48.38584681 15.74604133,48.38586637 15.74604543,48.38581507 15.74599611,48.38581617 15.7459171,48.38581398 15.74591072,48.38581445 15.74583556,48.38581291 15.74582904,48.38581332 15.74581987,48.38581308 15.74575256,48.38581327 15.74568328,48.3858179 15.74567228,48.38581786 15.74559669,48.38579503 15.74558465,48.38579406 15.74553944,48.38579257 15.74552017,48.38579078 15.74547576,48.38580984 15.74536684,48.38579054 15.74534153,48.38578342 15.74533542,48.38578321 15.74525386,48.38578341 15.74523134,48.38577994 15.74521943,48.3857795 15.7452644,48.38580786 15.74539842,48.38582057 15.74553188,48.38583269 15.74566654,48.38584639 15.74579807,48.3858588 15.74592441,48.38587412 15.74593893,48.38585095114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.96911762,48.22171151 16.96907255,48.22177698 16.96911471,48.22171656 16.96911762,48.22171151118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.94746153,48.25687267 16.94745448,48.2568618 16.94747625,48.25689623 16.94746153,48.25687267114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.87795718,48.34733895 16.87795737,48.34733879 16.8779506,48.34734338 16.87795718,48.3473389516.87795737,48.34733879 16.87796894,48.34733095 16.8779836,48.34731708 16.87795737,48.34733879114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.95897142,48.25264487 16.95897794,48.25267805 16.95897846,48.25265435 16.95897142,48.25264487118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.93010947,48.2418819 16.93010426,48.24187273 16.93014784,48.24195315 16.93010947,48.2418819118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.88870825,48.28341618 16.8887133,48.2834125 16.88874303,48.28339032 16.88870825,48.28341618114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.87922673,48.34644429 16.87920346,48.34646083 16.87921908,48.34644978 16.87922673,48.34644429118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.95839269,48.2589331 16.95838014,48.25891095 16.95838076,48.25891761 16.95839269,48.2589331114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.87457991,48.32248956 16.87457197,48.32250083 16.8745431,48.32254444 16.87457991,48.32248956130230Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Abflussuntersuchungen IV, Los D.4, Frauenbach Fkm 0.0 bis 16.0, Warme Fischa Fkm 27.5 bis 5.99Gültigkeit siehe Layer 'Hochwasser-Datenverfügbark2015Dr. Blasy - Dr. Overland, Beratende Ingenieure GmbH & Co. KGjajaneinHW300neinneinneinWA3 - Regionalstelle Industrieviertel2D-Berechnung, die Warme Fischa und der Frauenbach wurden instationär mit Versickerung berechnet; 2022 Datenaustausch auf Grundlage Projekt ABU2015; Projekt 9068 enthält die Überlappungsbereiche mit Projekt 1171 (Johannesbach); Projekt 9066 enthält die Überlappungsbereiche mit Projekt 1274 (Leitha WV4); Projekt 9067 enthält die Überlappungsbereiche mit Projekt 1273 (Leitha WV3);2022-08-29T22:00:00Z10002024-11-17T23:00:00Z16.30626701,47.84599196 16.30631359,47.84596621 16.30635375,47.84589451 16.30640355,47.84585034 16.30653469,47.84578801 16.30630929,47.84585448 16.30615475,47.84582971 16.30616348,47.84589229 16.30619992,47.84586351 16.30620016,47.84585782 16.30620736,47.84585483 16.30621214,47.84585445 16.30636203,47.84587679 16.30626724,47.8459851 16.3061805,47.84594891 16.30617022,47.84594056 16.30617361,47.84596485 16.30626797,47.84603977 16.30627533,47.8460705 16.30634747,47.84607576 16.30631071,47.84599501 16.30626701,47.84599196113330Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Abflussuntersuchung Piesting und Große FischaGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2008Brandt Gerdes Sitzmann Wasserwirtschaft GmbHjajaneinHW300neinneinjaWA3 - Regionalstelle Industrieviertel2D-Berechnung; Gutenstein bis A2stationär u. instationär, A2bis Gramatneusiedl instat, Gramatneusiedl bis Fischamend stat u.instat; Annahme Versickerung zw.A2u Ebreichsdorf;an Zubringerprojekten jeweils die größeren Ausuferungen digital übern.; Projekt 9006 enthält die Überlappungsbereiche mit Proj 1184 (Donau); ÜF berücksichtigen den DonauHWS der Stadtgemeinde Fischamend (2010 übern.); 2022: Aktualisierung ÜF HQ100 bei Gramatneusiedl aufgrund Geländeanpassung Feldgasse (2014); Im Bereich St.Margarethen/Moos wurde 2015 der HWS am Fischagraben fertig gestellt und die ÜF30undÜF100 aus Maßnahmenkonzept der ABU übernommen (2021), die ÜF300 entspricht der Umhüllenden aus ÜF300Bestand und ÜF100 nach Maßnahmen;2022-05-18T22:00:00Z10002024-11-17T23:00:00Z16.49267626,48.022798 16.49274887,48.0228242 16.49277373,48.02280483 16.49279431,48.02279567 16.49280124,48.02279699 16.49281187,48.02279043 16.49281812,48.02278117 16.49279995,48.02277656 16.49279554,48.02277747 16.4927882,48.02277295 16.49279724,48.02276836 16.49281525,48.02276339 16.49280768,48.0227518 16.49280592,48.02274371 16.49280821,48.02273055 16.49278359,48.02274038 16.49276631,48.02274341 16.49275095,48.02275005 16.49274524,48.0227576 16.49273641,48.02276704 16.49275727,48.02277336 16.49274429,48.02279316 16.49267626,48.022798114630Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)ABU IV - Los D.1 (Seebach, Moosbach, Stössingbach, Michelbach, Perschling Oberlauf)Gültigkeit siehe Layer 'Hochwasser-Datenverfügbark2010DonauConsult Zottl & Erber Zt.-GmbHjajaneinHW300neinneinneinWA3 - Regionalstelle MostviertelBerechnung des Ist-Zustandes anhand detaillierter 2D-Berechnung; Überlappungsbereich mit Projekt 1246 in Projekt 9047 dargestellt; 2022: HWS Gedesag, Würmla in ÜF30 u. ÜF100 berücksichtigt; 2022-09-12T22:00:00Z10002024-11-17T23:00:00Z15.89587933,48.20207586 15.89587406,48.20205516 15.8958623,48.20207091 15.89587933,48.20207586118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z15.35450291,48.23537897 15.35449403,48.23537506 15.35448968,48.23539345 15.35448628,48.23540273 15.35450256,48.23539695 15.35450291,48.23537897114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.96633081,48.28504331 16.96638134,48.28506329 16.96638733,48.28506358 16.96633081,48.28504331114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.9617003,48.29308457 16.96171184,48.29311958 16.96171324,48.2931237 16.9617003,48.29308457104630Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Krottenbach, Gesamtkonzept zur geordneten OberflächenentsorgungGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2004Dipl.-Ing. F. Arbeithuber u. Dipl.-Ing. W. Hinker, Zivilingenieure für Kulturtechnik und WasserwirtschaftjajaHW10neinneinneinneinWA3 - Regionalstelle Industrieviertel1D-Berechnung; nur die Ausuferungen werden dargestellt; 2022-08-23T22:00:00Z10002024-11-17T23:00:00Z16.35165604,48.09230422 16.35305131,48.09218441 16.35311361,48.09223719 16.35277655,48.09228544 16.35287832,48.09233138 16.35285002,48.09239938 16.35303795,48.09238901 16.35482327,48.0921514 16.35480593,48.09207576 16.35456603,48.09203335 16.3546888,48.09188944 16.35461811,48.09128465 16.35454094,48.09096 16.35426897,48.09019183 16.3539764,48.08880933 16.35450366,48.08881374 16.35436905,48.08887006 16.35436507,48.08901198 16.35449317,48.08949724 16.35465844,48.08959803 16.35457913,48.08964912 16.35466137,48.0898931 16.35467475,48.08977205 16.35484567,48.08987247 16.35514454,48.08967601 16.35559305,48.08978484 16.35574865,48.08982529 16.35730571,48.08968489 16.35739197,48.08987446 16.35755468,48.09057159 16.35660004,48.09070199 16.35552867,48.0908852 16.35576155,48.09092697 16.35531175,48.090999 16.35527924,48.09093614 16.35541454,48.09089327 16.35506443,48.09085937 16.35502222,48.09107099 16.3551777,48.09149887 16.35537334,48.09130665 16.35582469,48.09139803 16.35626576,48.0912913 16.35666266,48.09152973 16.35674272,48.09166219 16.35683669,48.09165713 16.35712246,48.09160123 16.35694807,48.09157428 16.35715543,48.09147307 16.35766312,48.09147523 16.35766737,48.09135831 16.35761489,48.09074039 16.35787187,48.09149209 16.35790326,48.09143507 16.35781521,48.09115144 16.35793798,48.09132184 16.35801974,48.09134786 16.35836686,48.09128956 16.35828638,48.09143958 16.35855491,48.09157749 16.35858169,48.09139968 16.35879656,48.09160865 16.3589686,48.09148397 16.35898075,48.09133764 16.35911706,48.09146595 16.35920366,48.09149291 16.35911849,48.09105513 16.35902393,48.09094435 16.35894408,48.09128243 16.35885351,48.09107695 16.35866197,48.09081969 16.35850094,48.09093942 16.35844435,48.09113624 16.35837686,48.09076521 16.3582698,48.09035265 16.35839595,48.08996231 16.35852911,48.0896584 16.35844706,48.0892807 16.35820607,48.08918101 16.35840632,48.08911882 16.35824159,48.08905815 16.35824504,48.08896147 16.35774831,48.08880175 16.35725134,48.08835461 16.35719919,48.08851748 16.35717119,48.0889739 16.35580197,48.08885418 16.3544059,48.08870062 16.35385301,48.0887329 16.35361625,48.08839857 16.35247289,48.08845809 16.35228494,48.08839597 16.35222161,48.08846334 16.35232632,48.08849031 16.3514262,48.08861634 16.3510033,48.08885481 16.35065184,48.08918302 16.35073937,48.08920999 16.35065697,48.08929094 16.35036438,48.08942507 16.35023735,48.08974066 16.3500571,48.08981704 16.34988155,48.08994755 16.34999205,48.09002848 16.34985788,48.0902893 16.34988817,48.09059508 16.34977543,48.09068628 16.34953045,48.0906739 16.34898345,48.09073359 16.34827204,48.09094816 16.34866807,48.09104048 16.34793854,48.09127879 16.34804487,48.09135072 16.34796342,48.09148321 16.34826237,48.0914946 16.34795001,48.09156388 16.34791648,48.09168349 16.34781234,48.09179142 16.34784298,48.09195357 16.34769051,48.09207922 16.34770412,48.09230702 16.34835284,48.09201872 16.34882518,48.09182009 16.34923869,48.09148999 16.34959265,48.09136521 16.34919778,48.09162004 16.3489621,48.09178231 16.34911312,48.09179128 16.34888979,48.09198377 16.34799386,48.09249064 16.34801374,48.09257625 16.34821875,48.09264134 16.34966302,48.09249639 16.35165604,48.09230422114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.97044431,48.20301989 16.97044263,48.20305709 16.97044423,48.20305215 16.97044431,48.20301989905930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Überlappungsbereich der Überflutungsflächen der Sierning (ID_PROJ 1118) und des Neubingbachs (ID_PROJ 1281)Gültigkeit siehe Layer 'Hochwasser-Datenverfügbark2020jajaneinHW300nein1281neinWA3 - Regionalstelle MostviertelIm Überlappungsbereich liegen Ausweisungen der Roten Zone aus dem Projekt ID 1281 vor; 2021-06-08T22:00:00Z10002024-11-17T23:00:00Z15.46681137,48.12330008 15.46681416,48.12329644 15.46682123,48.12328885 15.46684002,48.12327381 15.46685361,48.12326494 15.46686515,48.12325648 15.46687822,48.1232495 15.46689477,48.12323858 15.46691263,48.12323109 15.46692108,48.123227 15.46692254,48.12322564 15.46692621,48.12322001 15.46693131,48.12321499 15.46693964,48.1232134 15.46694787,48.12320794 15.46698944,48.12319531 15.46700003,48.12319051 15.46700192,48.12319013 15.46700372,48.12319065 15.46701197,48.12318672 15.46701734,48.123181 15.46702095,48.12317831 15.46702335,48.12317714 15.4670637,48.12316344 15.46708685,48.12315468 15.46710264,48.12315005 15.46711432,48.12314602 15.46712575,48.12314131 15.46714477,48.12313233 15.46715674,48.12312798 15.4671618,48.12312545 15.46716653,48.12312459 15.46718717,48.1231154 15.46724194,48.1231009 15.46734917,48.12307744 15.46740965,48.12306337 15.46747691,48.12304633 15.46751428,48.12303621 15.46752066,48.12303479 15.46753763,48.12303402 15.4676333,48.1230112 15.4676921,48.12299764 15.46795571,48.12293881 15.46804715,48.12291893 15.46813737,48.12289878 15.46826932,48.12286729 15.46853182,48.12280384 15.46853093,48.1228036 15.46851985,48.12279601 15.46851943,48.12279529 15.46837169,48.12282392 15.46836343,48.12282582 15.46832072,48.12283424 15.4683103,48.12283664 15.46821974,48.12285447 15.46815374,48.12286792 15.46785579,48.12293294 15.46766266,48.12297616 15.46749521,48.1230126 15.46747659,48.1230175 15.46747172,48.12301852 15.46745256,48.12302144 15.46744074,48.12302402 15.46739632,48.12303138 15.46738621,48.12303347 15.46733356,48.1230424 15.46728468,48.12305221 15.46724461,48.12305973 15.46723811,48.12306204 15.46723193,48.12306502 15.46722818,48.12306648 15.46722363,48.12306785 15.46720671,48.12307121 15.46718708,48.12307461 15.46717845,48.12307574 15.4671633,48.12307891 15.46715674,48.1230798 15.46715171,48.12308098 15.46714172,48.12308437 15.46713665,48.12308425 15.46711527,48.12308949 15.46706269,48.12310794 15.46704392,48.12311539 15.46703496,48.12311972 15.46702138,48.12312432 15.46701108,48.12312841 15.46699797,48.12313425 15.46699498,48.12313717 15.46699083,48.12314 15.46698625,48.12314162 15.46697836,48.12314354 15.46696423,48.12315202 15.46696432,48.12315389 15.46696256,48.12315556 15.46693267,48.12316853 15.46686917,48.12320144 15.46683021,48.12322505 15.46673796,48.12328237 15.46670139,48.12330465 15.46669443,48.12331264 15.46668275,48.12332255 15.46667278,48.12332496 15.46671862,48.12337199 15.46672497,48.12335952 15.46674955,48.1233412 15.46678149,48.12331953 15.46681137,48.12330008114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.93023139,48.24248243 16.93033194,48.24249845 16.93024566,48.24248327 16.93023139,48.24248243118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.92772264,48.24512605 16.92775024,48.24511453 16.92772582,48.24512461 16.92772264,48.24512605114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.95732141,48.21194896 16.95727589,48.21195111 16.95728237,48.21195315 16.95732141,48.21194896118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.96129277,48.20388982 16.9612797,48.20392207 16.96127957,48.20392373 16.96129277,48.20388982127430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)LEITHA - Abflussuntersuchung Zustand 2018, Leithawasserverband IVGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2020Werner Consult ZT GmbHjajaneinHW300neinneinneinWA3 - Regionalstelle Industrieviertel2d-Berechnung, instationär; Zustand 2018; die ÜF der RHBs Katzelsdorf und Lichtenwörth wurden 2021 ergänzt; Projekt 9054 enthält die Überlappungsbereiche mit Projekt 1201 (Pitten); Projekt 9066 enthält die Überlappungsbereiche mit Projekt 1302 (Warme Fischa); 2022-08-29T22:00:00Z10002024-11-17T23:00:00Z16.22747683,47.73483878 16.22740415,47.73476095 16.22732661,47.73476338 16.22720501,47.73471806 16.22718824,47.73467103 16.22715132,47.73465649 16.22690789,47.73464155 16.22685463,47.73467066 16.22689227,47.73471509 16.22700465,47.73475208 16.22689372,47.73472616 16.22695098,47.73475572 16.22697569,47.73477164 16.22698039,47.73477423 16.22701042,47.73478791 16.22701879,47.73479275 16.22707219,47.73481914 16.22707564,47.73477559 16.22707822,47.73476931 16.22707242,47.73472901 16.22708582,47.73472915 16.22709153,47.73472595 16.2271658,47.73473673 16.22719243,47.73475338 16.22719782,47.73475352 16.2271974,47.73475626 16.22727235,47.7347846 16.22729367,47.73478559 16.22732375,47.73479087 16.22735829,47.73480895 16.22739181,47.73482507 16.22744264,47.73484331 16.22748323,47.73485297 16.22751369,47.73486234 16.22756808,47.7348881 16.22750998,47.7348448 16.22747683,47.73483878114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.89413001,48.33659184 16.89407936,48.33661548 16.89412433,48.33659452 16.89413001,48.33659184114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.89811019,48.28011795 16.89815321,48.28012131 16.89812647,48.2801191 16.89811019,48.28011795127230Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)LEITHA - Abflussuntersuchung Zustand 2018, Leithawasserverband IIGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2020Werner Consult ZT GmbHjajaneinHW300neinneinneinWA3 - Regionalstelle Industrieviertel2d-Berechnung, instationär; Zustand 2018; 2020-03-17T23:00:00Z10002024-11-17T23:00:00Z16.68447403,48.012635 16.68446081,48.01259013 16.6845834,48.01245553 16.68474565,48.01235891 16.68474801,48.01234278 16.68471029,48.01230837 16.68444821,48.01238562 16.68458012,48.01245388 16.68445572,48.01252399 16.68443149,48.01237835 16.68430595,48.01230407 16.68420254,48.01222301 16.68423448,48.01207984 16.6843553,48.0119393 16.68450592,48.01184857 16.68449546,48.01183657 16.68422982,48.01180325 16.68413714,48.01195215 16.68422867,48.01208062 16.68410267,48.01223754 16.68414304,48.01226946 16.68429628,48.01230983 16.68427203,48.01255555 16.68447403,48.012635118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.94306699,48.21471055 16.94307298,48.21471003 16.94303982,48.21471234 16.94306699,48.21471055118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z14.50347737,48.22954253 14.50346984,48.22954172 14.50347519,48.22954304 14.50347737,48.22954253118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.96188476,48.27579178 16.96189387,48.27578942 16.96187871,48.27578973 16.96184376,48.27577951 16.96187189,48.27579162 16.96188476,48.27579178118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.89806074,48.31303971 16.89805925,48.3130317 16.8980565,48.31303722 16.89805807,48.31303884 16.89806074,48.31303971114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.96028472,48.24707337 16.9602847,48.2470748 16.96026531,48.24715505 16.96028559,48.24708028 16.96028472,48.24707337118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.92427786,48.26840361 16.92425619,48.26843461 16.92427316,48.26841058 16.92427786,48.26840361114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.95926842,48.28386471 16.9592756,48.28390386 16.95926993,48.28387244 16.95926842,48.28386471114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.91876167,48.27369692 16.91874625,48.27371607 16.91874091,48.27372276 16.91876167,48.27369692114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.88049948,48.3191482 16.88057754,48.31915627 16.88055917,48.31915388 16.88049948,48.3191482127330Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Leitha Wasserverband III - Aktualisierung der Hochwasserüberflutungsflächen, Zustand 2018Gültigkeit siehe Layer 'Hochwasser-Datenverfügbark2019Büro Pieler ZT GmbHjajaneinHW300neinneinneinWA3 - Regionalstelle Industrieviertel2d-Berechnung, instationär; Zustand 2018; Projekt 9067 enthält die Überlappungsbereiche mit Projekt 1302 (Warme Fischa); Im Bereich Gst.Nr.1635/2 KG Untereggendorf wurde eine hydr. Neuberechnung für HQ100 durchgeführt,da eine bereits vor der Erstellung des SwwGK2012 durchgeführte Geländeanschüttung im Projekt nicht berücksichtigt war - Aktualisierung 2024 übernommen2024-07-25T22:00:00Z10002024-11-17T23:00:00Z16.32833173,47.8639963 16.32832983,47.86399561 16.32832317,47.86400484 16.32832236,47.86401172 16.32833173,47.8639963118830Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)ABU IV, Los D4, "Wr. Becken Bäche"Gültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012IB Dr. Blasy - Dr. Overland Beratende Ingenieure GmbH & Co. KGjajaneinHW300neinneinneinWA3 - Regionalstelle Industrieviertel2D-Berechnung stationär für Auebach, 2D-Berechnung instationär für Natschbach; 2015 wurden die ÜF für den Veitsauer Bach und der Frauenbach neu ausgewiesen und unter der Projekt ID 1212 digital übernommen; 2015-04-20T22:00:00Z10002024-11-17T23:00:00Z15.89328576,47.65885283 15.8931377,47.65888028 15.89300562,47.65884556 15.89313965,47.65888137 15.89328576,47.65885283124630GefahrenzonenplanGefahrenzonenplan Laabenbach/Große Tulln, Revision 2016Gültigkeit siehe Layer 'Hochwasser-Datenverfügbark2017DonauConsultjajaneinHW300jajajaWA3 - Regionalstelle Mostviertel2D-Berechnung, stationär; Szenario: HW30 Reinwasser, HW100 u. HW300 Gefahrenszenario; rot-gelber und blauer FB vorhanden; Überlappungsbereiche (HW30, HW100 und HW300) mit Projekt 1122 in Projekt 9046, mit Projekt 1146 in Projekt 9047, mit Projekt 1257 in Projekt 9049, mit Projekt 1271 in Projekt 9058 und mit Projekt 1208 (hier auch Rote Zone) in Projekt 9048 dargestellt; 2022: HWS KG Inprugg in ÜF100, ÜF300 berücksichtigt;2022-09-12T22:00:00Z10002024-11-17T23:00:00Z15.92773421,48.23440544 15.92772075,48.2344054 15.92772068,48.23441439 15.92773414,48.23441444 15.92773421,48.23440544118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.89100257,48.33770106 16.89105633,48.3376841 16.89100859,48.33769906 16.89100257,48.33770106113330Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Abflussuntersuchung Piesting und Große FischaGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2008Brandt Gerdes Sitzmann Wasserwirtschaft GmbHjajaneinHW300neinneinjaWA3 - Regionalstelle Industrieviertel2D-Berechnung; Gutenstein bis A2stationär u. instationär, A2bis Gramatneusiedl instat, Gramatneusiedl bis Fischamend stat u.instat; Annahme Versickerung zw.A2u Ebreichsdorf;an Zubringerprojekten jeweils die größeren Ausuferungen digital übern.; Projekt 9006 enthält die Überlappungsbereiche mit Proj 1184 (Donau); ÜF berücksichtigen den DonauHWS der Stadtgemeinde Fischamend (2010 übern.); 2022: Aktualisierung ÜF HQ100 bei Gramatneusiedl aufgrund Geländeanpassung Feldgasse (2014); Im Bereich St.Margarethen/Moos wurde 2015 der HWS am Fischagraben fertig gestellt und die ÜF30undÜF100 aus Maßnahmenkonzept der ABU übernommen (2021), die ÜF300 entspricht der Umhüllenden aus ÜF300Bestand und ÜF100 nach Maßnahmen;2022-05-18T22:00:00Z10002024-11-17T23:00:00Z16.376423,47.95801879 16.37642167,47.95801623 16.37641968,47.95801716 16.376423,47.95801879127430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)LEITHA - Abflussuntersuchung Zustand 2018, Leithawasserverband IVGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2020Werner Consult ZT GmbHjajaneinHW300neinneinneinWA3 - Regionalstelle Industrieviertel2d-Berechnung, instationär; Zustand 2018; die ÜF der RHBs Katzelsdorf und Lichtenwörth wurden 2021 ergänzt; Projekt 9054 enthält die Überlappungsbereiche mit Projekt 1201 (Pitten); Projekt 9066 enthält die Überlappungsbereiche mit Projekt 1302 (Warme Fischa); 2022-08-29T22:00:00Z10002024-11-17T23:00:00Z16.22662328,47.73548056 16.22659053,47.73547133 16.22654797,47.73547533 16.22666542,47.73553235 16.22671997,47.73552511 16.2267187,47.73552379 16.22666146,47.73549156 16.22662328,47.73548056118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.85851208,48.35346052 16.85850417,48.35346004 16.85847531,48.35346029 16.85851208,48.35346052118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.92372261,48.26922068 16.92369564,48.26925882 16.92371498,48.26923203 16.92372261,48.26922068124630GefahrenzonenplanGefahrenzonenplan Laabenbach/Große Tulln, Revision 2016Gültigkeit siehe Layer 'Hochwasser-Datenverfügbark2017DonauConsultjajaneinHW300jajajaWA3 - Regionalstelle Mostviertel2D-Berechnung, stationär; Szenario: HW30 Reinwasser, HW100 u. HW300 Gefahrenszenario; rot-gelber und blauer FB vorhanden; Überlappungsbereiche (HW30, HW100 und HW300) mit Projekt 1122 in Projekt 9046, mit Projekt 1146 in Projekt 9047, mit Projekt 1257 in Projekt 9049, mit Projekt 1271 in Projekt 9058 und mit Projekt 1208 (hier auch Rote Zone) in Projekt 9048 dargestellt; 2022: HWS KG Inprugg in ÜF100, ÜF300 berücksichtigt;2022-09-12T22:00:00Z10002024-11-17T23:00:00Z15.92760053,48.23428806 15.9276006,48.23427907 15.92762753,48.23427916 15.9276276,48.23427017 15.92765452,48.23427026 15.92765459,48.23426127 15.92766805,48.23426132 15.92766812,48.23425233 15.92769505,48.23425242 15.92769512,48.23424343 15.92772204,48.23424352 15.92772211,48.23423453 15.92773557,48.23423458 15.92773564,48.23422559 15.92776256,48.23422568 15.92776264,48.23421669 15.92778956,48.23421678 15.92778963,48.23420779 15.92777617,48.23420774 15.92777624,48.23419875 15.92776278,48.2341987 15.92776292,48.23418072 15.92774946,48.23418067 15.9277496,48.23416268 15.92773614,48.23416264 15.92773622,48.23415364 15.92772275,48.23415359 15.92772283,48.2341446 15.92770937,48.23414455 15.92770929,48.23415355 15.92768237,48.23415345 15.9276823,48.23416244 15.92766884,48.2341624 15.92766877,48.23417139 15.92764185,48.23417129 15.92764177,48.23418029 15.92761485,48.23418019 15.92761478,48.23418918 15.92756094,48.23418899 15.92756087,48.23419799 15.92753394,48.23419789 15.92753387,48.23420688 15.92752041,48.23420683 15.92752027,48.23422482 15.92753373,48.23422487 15.92753366,48.23423386 15.92754712,48.23423391 15.92754698,48.2342519 15.92756044,48.23425194 15.92756029,48.23426993 15.92757375,48.23426998 15.92757368,48.23427897 15.92758714,48.23427902 15.92758707,48.23428801 15.92760053,48.23428806118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z15.82889718,48.37117045 15.82882163,48.37116 15.8287843,48.37116203 15.82891967,48.37119658 15.82892128,48.37119327 15.82891321,48.37117765 15.82889718,48.37117045118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.95368937,48.2409323 16.95366622,48.24091639 16.9536826,48.24093091 16.95368937,48.2409323118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.79536357,48.1375042 16.79529898,48.13743739 16.79526086,48.13741108 16.79520569,48.13739588 16.79509281,48.13733793 16.79511046,48.1373705 16.79514848,48.13739354 16.79517872,48.1374294 16.79525287,48.13745763 16.79529342,48.1374841 16.79536357,48.1375042124730Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Abflussuntersuchung Traisen, Abschnitt Türnitz - WilhelmburgGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2017DonauConsultjajaneinHW300neinneinneinWA3 - Regionalstelle Mostviertel2D-Berechnung, stationär; Überlappungsbereich mit Projekt 1057 (Steubach) in Projekt 9042, mit Projekt 1057 (Gölsen (nur HW100, HW300) in Projekt 9043, mit Projekt 1057 (Zögersbach) in Projekt 9044, mit Projekt 1321 (Unrecht Traisen) in Projekt 9074 dargestellt; 2024-09-16T22:00:00Z10002024-11-17T23:00:00Z15.57013212,47.97475199 15.57015264,47.97474707 15.57014767,47.97474711 15.57012983,47.9747502 15.57012065,47.97475463 15.57013212,47.97475199114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.8718724,48.32960065 16.87186652,48.32961633 16.87186277,48.32962653 16.8718724,48.32960065127430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)LEITHA - Abflussuntersuchung Zustand 2018, Leithawasserverband IVGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2020Werner Consult ZT GmbHjajaneinHW300neinneinneinWA3 - Regionalstelle Industrieviertel2d-Berechnung, instationär; Zustand 2018; die ÜF der RHBs Katzelsdorf und Lichtenwörth wurden 2021 ergänzt; Projekt 9054 enthält die Überlappungsbereiche mit Projekt 1201 (Pitten); Projekt 9066 enthält die Überlappungsbereiche mit Projekt 1302 (Warme Fischa); 2022-08-29T22:00:00Z10002024-11-17T23:00:00Z16.30512263,47.84407239 16.30514499,47.84405093 16.30513739,47.84405763 16.3051352,47.84405786 16.30513053,47.84405527 16.30512549,47.84406112 16.30511101,47.84408127 16.3051043,47.84408443 16.30510026,47.84408888 16.30508571,47.84411159 16.30508232,47.84411802 16.30508126,47.84412234 16.30508096,47.84412693 16.30508442,47.84412314 16.30508578,47.8441139 16.30512263,47.84407239118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.9695025,48.21024897 16.96949862,48.21024053 16.969514,48.21028611 16.96951386,48.21027364 16.9695025,48.21024897114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.87312465,48.32609752 16.87312221,48.32610444 16.87311445,48.3261272 16.87312465,48.32609752114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.91851405,48.31158062 16.91843098,48.31162708 16.91839176,48.31158795 16.91840039,48.31159775 16.91843087,48.31162733 16.91851405,48.31158062114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.9754196,48.1934655 16.97540108,48.1934943 16.97541745,48.19347014 16.9754196,48.1934655118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.96126499,48.29004667 16.96125716,48.29002509 16.96126028,48.2900345 16.96126499,48.29004667114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.88593454,48.28677874 16.88593256,48.28678432 16.88592657,48.28680583 16.88593454,48.28677874114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.97921863,48.1815728 16.97919852,48.18166265 16.9792018,48.18165015 16.97921863,48.1815728118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.95860327,48.2399888 16.95863259,48.23997729 16.95858908,48.23999423 16.95860327,48.2399888118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.97842501,48.18293711 16.97840776,48.18295278 16.97840788,48.18295642 16.97842501,48.18293711118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z15.71901518,48.38786425 15.71902182,48.38786077 15.71894189,48.3878905 15.71901518,48.38786425114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.88744956,48.32364417 16.88731391,48.32374117 16.88731491,48.32375366 16.88744956,48.32364417118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.88035967,48.31913632 16.88033957,48.31913461 16.88035462,48.31913609 16.88035967,48.31913632114630Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)ABU IV - Los D.1 (Seebach, Moosbach, Stössingbach, Michelbach, Perschling Oberlauf)Gültigkeit siehe Layer 'Hochwasser-Datenverfügbark2010DonauConsult Zottl & Erber Zt.-GmbHjajaneinHW300neinneinneinWA3 - Regionalstelle MostviertelBerechnung des Ist-Zustandes anhand detaillierter 2D-Berechnung; Überlappungsbereich mit Projekt 1246 in Projekt 9047 dargestellt; 2022: HWS Gedesag, Würmla in ÜF30 u. ÜF100 berücksichtigt; 2022-09-12T22:00:00Z10002024-11-17T23:00:00Z15.86581352,48.19753214 15.86582995,48.19752913 15.86581822,48.1975212 15.86581352,48.19753214116830Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Abflussuntersuchung Untere Traisen - Altmannsdorfer Wehr bis Mündung in die Donau, Abflussuntersuchung Traisen - Wilhelmsburg Nord - St. Pölten SüdGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009/2010/2017DonauConsult Ingenieurbüro GmbHjajaneinHW300neinneinneinWA3 - Regionalstelle Mostviertel2D-Berechnung, stationär; Gesamtaktualisierung 2017; HQ30 und HQ100:im Mündungsbereich zur Donau, für welche auch Überflutungsflächen bei HQ30 und HQ100 berechnet wurden, wurde jeweils die Fläche mit den größeren Ausuferungen ausgewiesen; HQ300: im Mündungsbereich Überlagerung mit Donau (bordvoll), die HQ300 Überflutungsfläche wurde nur soweit übernommen, solange sie größer als jene bei HQ100 (der Traisen bzw. der Donau) ist; Projekt 9010 enthält den Überlappungsbereich mit Projekt 1184 (Donau); 2022: Instandhaltungsmaßnahmen rechtes Werksbachufer in ÜF30 u. ÜF100 berücksichtigt und die ÜF100 mit der vorhandenen ÜF300 überlagert;2022-09-12T22:00:00Z10002024-11-17T23:00:00Z15.84018459,48.37117871 15.84013006,48.37116734 15.84003209,48.37124389 15.84004478,48.37132127 15.84013848,48.37133195 15.84016573,48.37133479 15.84016125,48.37131388 15.84017789,48.37127936 15.84017325,48.37120071 15.84017701,48.37118745 15.84018459,48.37117871112730Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)ABU Große und Kleine ErlaufGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2011Pöyry Energy GmbHjajaneinHW300neinneinneinWA3 - Regionalstelle Mostviertel2D-Berechnung; Überflutungsflächen für Bestand; In Mündungsbereichen von Zubringern, für welche auch Überflutungsflächen vorliegen, wurde jeweils die Fläche mit den größeren Ausuferungen digital übernommen; Neuberechnung 2011 mit aktualisierten HQ-Werten ersetzt Datenbestand aus 2006; im Bereich Scheibbs wurden keine ÜF ausgewiesen, dort gilt derzeit GZP Scheibbs; Projekt 9036 enthält den Überlappungsbereich mit Projekt 1207 (Jeßnitz) bei HW300; Projekt 9072 enthält den Überlappungsbereich mit Projekt 1313 (Erlaufzubringer);2024-09-11T22:00:00Z10002024-11-17T23:00:00Z15.12084603,48.11730132 15.12085647,48.11731136 15.1208643,48.11731644 15.1208762,48.11732713 15.12088601,48.11734365 15.12085675,48.11737073 15.12087138,48.11736772 15.12087355,48.11736649 15.12089204,48.11734857 15.12088765,48.11733635 15.1208942,48.11730255 15.1208493,48.11729617 15.12084603,48.11730132118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.94926358,48.26464485 16.9492756,48.26463604 16.94921467,48.26468025 16.94926358,48.26464485129730GefahrenzonenplanGefahrenzonenplanung Schwechat UnterlaufGültigkeit siehe Layer 'Hochwasser-Datenverfügbark202127.9.2021Werner Consult ZT GmbHjajaneinHW300jajaneinWA3 - Regionalstelle Industrieviertel2D-Berechnung; Schwechat km 6.40-34.50 und Triesting km 0.00 bis 3.37 instationär; Mödling km 0.00-2.68, Krottenbach km 0.00-1.70, Petersbach km 0.00-1.00 und Liesing km 0.00-1.00 stationar; Projekt 9061 enthält die Überlappungsbereiche mit Projekt 1167 (Liesing und Mödling); Projekt 9062 enthält die Überlappungsbereiche mit Projekt 1090 (Triesting); Projekt 9063 enthält die Überlappungsbereiche mit Projekt 1184 (Donau); 2022-08-28T22:00:00Z10002024-11-17T23:00:00Z16.37337465,48.07812569 16.37338061,48.07812504 16.37297639,48.07815286 16.37169923,48.0782581 16.37175663,48.07825566 16.37176857,48.07825477 16.37180276,48.07825088 16.37181504,48.07824994 16.37186521,48.07824744 16.37188915,48.07824581 16.37192363,48.07824177 16.37199657,48.07823684 16.37203096,48.07823273 16.37210389,48.07822779 16.37213829,48.07822368 16.37221126,48.07821876 16.37224579,48.07821473 16.37227037,48.07821306 16.3723203,48.07821057 16.37233219,48.07820964 16.37236644,48.07820563 16.37243943,48.07820073 16.37247396,48.07819669 16.37249854,48.07819503 16.37253616,48.07819325 16.37256007,48.0781916 16.37259436,48.07818747 16.37265423,48.07818277 16.37268848,48.07817855 16.3727006,48.07817754 16.37274966,48.07817454 16.37276142,48.07817359 16.37279603,48.07816959 16.37282069,48.078168 16.37288386,48.07816535 16.37289581,48.07816447 16.3729301,48.07816064 16.37294243,48.07815973 16.37301805,48.07815632 16.37302965,48.07815542 16.37304092,48.07815417 16.37306375,48.07815116 16.37311099,48.07814684 16.37314505,48.07814259 16.37316963,48.07814094 16.37323274,48.07813824 16.37324466,48.07813735 16.37327896,48.07813338 16.37335194,48.07812847 16.37337465,48.07812569114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.88451582,48.29833674 16.88450534,48.29836011 16.88450096,48.29837115 16.88451582,48.29833674118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.9579252,48.25403481 16.95792221,48.25404064 16.95791525,48.25406435 16.9579252,48.25403481114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.94783416,48.26567719 16.94782355,48.26568476 16.9477609,48.26573013 16.94783416,48.26567719112530Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Abflussuntersuchung Ybbs im Teileinzugsgebiet Kleine Ybbs/schwarze OisGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2006-2007Ingenieurbüro Dr. Lang ZT GmbH, Hydroconsult GmbH, HydroIngenieure Umwelttechnik GmbH, AREA Vermessung ZT GmbHjajaneinHW300janeinjaWA3 - Regionalstelle Mostviertel2D-Berechnung; Istbestand; Es wurde der Istbestand sowie eine Maßnahmenvariante berechnet woraus sich auch die Vorrang- und Vorbehaltsflächen ableiten; Im Mündungsbereich zur Ybbs, für welche auch Überflutungsflächen vorliegen, wurde für HQ300 jeweils die Fläche mit den größeren Ausuferungen digital übernommen; 2018-03-11T23:00:00Z10002024-11-17T23:00:00Z14.94249478,47.94715094 14.9425547,47.94715705 14.94249691,47.94722127 14.94249418,47.94718469 14.94249245,47.9471869 14.94246939,47.94719889 14.94245515,47.94720496 14.94243995,47.94721777 14.94243634,47.94722488 14.94242409,47.9472389 14.94240661,47.94723884 14.94240512,47.94723954 14.94238595,47.94724518 14.94236803,47.94725144 14.94234519,47.94726357 14.94233394,47.9472719 14.94232912,47.9472729 14.94232335,47.9472797 14.94231333,47.94728113 14.94231506,47.94728537 14.94229128,47.94729878 14.94227458,47.94730542 14.94227293,47.94731023 14.942255,47.94732416 14.94222934,47.94732228 14.94222879,47.94732247 14.94222903,47.94732335 14.94224533,47.94733743 14.94223317,47.94734498 14.94222098,47.94735105 14.94221869,47.94735307 14.942219,47.94735529 14.94221427,47.94737201 14.94218689,47.94735913 14.9421922,47.9473533 14.94218911,47.94734949 14.94219534,47.94734283 14.94219978,47.94733929 14.94218394,47.94733435 14.94216989,47.94733577 14.94215632,47.94733364 14.94214193,47.94732997 14.94212699,47.94732453 14.94212149,47.94732055 14.94211387,47.94732062 14.94210813,47.94731957 14.94209692,47.94732085 14.94208619,47.94732756 14.94208003,47.94733196 14.94207788,47.947332 14.94207443,47.94733344 14.94205508,47.94733713 14.94205154,47.94733751 14.9420467,47.94735088 14.94203341,47.94735218 14.94202819,47.94734339 14.94200899,47.94735275 14.94197944,47.94735567 14.94196742,47.94735047 14.94194773,47.94735646 14.94192579,47.9473682 14.94192531,47.94737105 14.94189822,47.94738234 14.94188742,47.9473874 14.94188052,47.94739361 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14.94034736,47.94809382 14.94028964,47.94814067 14.94026626,47.94816015 14.94025509,47.94816885 14.94023931,47.94818275 14.94022337,47.94819938 14.94017816,47.94822047 14.9401764,47.94822615 14.94016135,47.94823114 14.9401608,47.94823211 14.94015951,47.94823285 14.94015333,47.94824229 14.94016122,47.94825558 14.94014955,47.94825859 14.94014649,47.94826286 14.94013809,47.94826621 14.9401212,47.94827698 14.94010485,47.94828859 14.94005642,47.94832403 14.9400481,47.9483272 14.94004377,47.94832936 14.94004245,47.94833127 14.94001245,47.94833424 14.93997868,47.9483401 14.9399724,47.9483437 14.93993735,47.94834561 14.9399064,47.94834417 14.93990231,47.94832949 14.9398954,47.94832892 14.93985718,47.94831803 14.93984008,47.94831228 14.93982269,47.94830564 14.93980519,47.94829979 14.93979105,47.94828634 14.93979049,47.94827341 14.939785,47.94827096 14.93977428,47.94826697 14.93976388,47.94826509 14.93975698,47.94826709 14.93973647,47.94826907 14.93972487,47.94827086 14.9397152,47.94827262 14.9396981,47.9482764 14.93968854,47.94827926 14.93968433,47.94828146 14.93965745,47.9482928 14.93964454,47.94830132 14.93962878,47.94830807 14.93962411,47.94831074 14.93961277,47.9483154 14.939608,47.94831964 14.93960578,47.94832012 14.93960457,47.94832083 14.93958414,47.94832602 14.93952208,47.94834999 14.9395043,47.94835453 14.93949225,47.94835721 14.93947189,47.9483659 14.93942934,47.94838065 14.93940503,47.94839036 14.93937912,47.94839753 14.93937633,47.94839921 14.93937011,47.94840058 14.93936295,47.94840056 14.93935825,47.94840491 14.93933878,47.94840881 14.93932199,47.94841057 14.93931196,47.94841468 14.93930281,47.94842051 14.93929272,47.94842344 14.93928422,47.9484285 14.93926391,47.94844678 14.9392616,47.94845004 14.93925885,47.94845235 14.93924925,47.94846921 14.93924483,47.94849423 14.93924737,47.94849982 14.93923996,47.94851007 14.93923783,47.94853973 14.93922522,47.94855826 14.93916487,47.94860826 14.93914917,47.94862051 14.93911155,47.94863539 14.93902705,47.9486742 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14.93733217,47.94913737 14.93727087,47.94915121 14.93727148,47.94914838 14.93726959,47.94914771 14.93726816,47.94914378 14.93714657,47.94922705 14.93710872,47.9492514 14.93710548,47.94925933 14.93709625,47.94926933 14.93708345,47.94928575 14.93707119,47.94928801 14.93705956,47.94931363 14.93704677,47.94932114 14.93703151,47.94933447 14.9370287,47.94933734 14.93701769,47.94939267 14.93701767,47.94939969 14.93701505,47.94941563 14.93701654,47.94942024 14.9370235,47.94942633 14.93702732,47.9494387 14.93702092,47.94944661 14.93701908,47.94944679 14.93701278,47.94944906 14.93701245,47.94946628 14.93701142,47.94946667 14.93701208,47.94947132 14.93695682,47.94947128 14.93695505,47.94947078 14.93694772,47.94946645 14.93695654,47.94946655 14.93695647,47.94946597 14.93694481,47.94945927 14.93694371,47.94945908 14.93693763,47.94946093 14.93688015,47.94945843 14.93687516,47.94945631 14.93686643,47.94944963 14.93685629,47.94945454 14.93680541,47.94945223 14.93679307,47.94944468 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14.91768261,47.95141774 14.91765311,47.95140478 14.91760645,47.95137205 14.91765629,47.95131284 14.91766305,47.95131103 14.91765716,47.95130318 14.91765756,47.95130008 14.91762783,47.95129301 14.91758223,47.95128528 14.91756701,47.95128957 14.91756563,47.95129373 14.91753515,47.95129674 14.91752718,47.95130987 14.91752392,47.95130886 14.91751402,47.95131888 14.91749599,47.95131911 14.91748521,47.95131196 14.91747906,47.95130885 14.91747159,47.95130753 14.91746796,47.95130375 14.91746088,47.95130135 14.91745291,47.95129995 14.91745026,47.95129371 14.91744747,47.95129236 14.91742042,47.95128732 14.91741341,47.95128567 14.91738717,47.95127187 14.91738456,47.95126985 14.91737244,47.95126477 14.91736707,47.95126356 14.91735795,47.95126026 14.91734766,47.95125932 14.91733291,47.95125253 14.91732487,47.95125046 14.91730213,47.951249 14.91727883,47.95123911 14.91726979,47.9512347 14.91725697,47.95123059 14.91725028,47.95122172 14.91724976,47.95119411 14.91725975,47.95117865 14.91726296,47.95117496 14.91727732,47.95116366 14.91728547,47.95115488 14.91728813,47.95115495 14.91736691,47.95116265 14.91736937,47.95116255 14.91737167,47.95116298 14.91737384,47.95116292 14.91745516,47.9511689 14.91746093,47.95116902 14.91754445,47.95117579 14.917546,47.95117527 14.91757461,47.95117893 14.91763439,47.95118495 14.91767896,47.95119529 14.917704,47.95120835 14.91771862,47.95120869 14.91778199,47.95122973 14.91778931,47.9512381 14.91786485,47.95126311 14.91787165,47.9512669 14.91793097,47.95130298 14.91793654,47.95130957 14.91795268,47.95134341 14.91793294,47.95135316 14.91791051,47.95140778 14.91784893,47.95148642 14.9177793,47.95154164 14.91773338,47.9515688914.93545962,47.94943873 14.93549551,47.94946637 14.93549143,47.94947355 14.93550611,47.94947118 14.93554719,47.94948015 14.93554982,47.94950577 14.93555259,47.94952089 14.93552854,47.94954221 14.93551377,47.9495573 14.93550147,47.9495808 14.93546302,47.94962555 14.93545335,47.94964212 14.93545165,47.94964379 14.93543924,47.94964848 14.93539288,47.94966995 14.93539578,47.94970495 14.93533958,47.94973584 14.9353399,47.94973695 14.93533807,47.94973767 14.93526946,47.94974356 14.93524461,47.94976178 14.9350976,47.94976148 14.93507927,47.94975018 14.93485466,47.94969883 14.93483688,47.94959484 14.93497414,47.94950794 14.93497575,47.94949842 14.93497915,47.94949627 14.93504769,47.94936146 14.93518427,47.9493355 14.93535389,47.94938003 14.93538672,47.94945252 14.93538859,47.94946465 14.93539703,47.94945534 14.93540132,47.94945351 14.93545962,47.9494387314.92206586,47.95243678 14.92207216,47.95243627 14.92210363,47.95243324 14.92215491,47.95244955 14.9221631,47.95245043 14.9221633,47.95245071 14.92220861,47.95245093 14.92220516,47.95247644 14.92219528,47.95249347 14.9221729,47.95250505 14.92214668,47.95249602 14.92214265,47.95249737 14.92211052,47.95250109 14.92210049,47.9525031 14.92206524,47.95250871 14.92203308,47.95252026 14.92194718,47.95254196 14.92193032,47.9525474 14.92190442,47.95256399 14.92189669,47.95256957 14.92187544,47.95257994 14.92184154,47.95258947 14.92182982,47.95259748 14.92180101,47.9526017 14.92178572,47.95260628 14.92176061,47.95260535 14.92174777,47.95260926 14.92172838,47.95262198 14.9216933,47.95265532 14.9217405,47.95267177 14.9217666,47.95267033 14.92173416,47.95267979 14.92170493,47.95269584 14.92169328,47.95270319 14.92169189,47.95270368 14.92167276,47.95270678 14.92164355,47.95271415 14.92163941,47.9527187 14.92163403,47.95272221 14.92162654,47.95272343 14.92159469,47.9527311 14.92158811,47.95273382 14.92155624,47.95274206 14.92155158,47.9527439 14.92152169,47.95275381 14.92148941,47.9527688 14.92148332,47.95277045 14.92147604,47.95277326 14.92145398,47.95278044 14.92144358,47.95278425 14.92143444,47.95278671 14.92141659,47.95279334 14.92141214,47.9527935 14.92140546,47.9527959 14.92138081,47.95280335 14.9213672,47.95280779 14.92135023,47.9528117 14.92133821,47.95281535 14.92132779,47.95281575 14.92132117,47.95281997 14.92128553,47.95282866 14.92126994,47.95283278 14.92124147,47.95283904 14.92123355,47.95284174 14.92121637,47.95284902 14.92121491,47.95284946 14.92121336,47.95284896 14.92119793,47.95285445 14.92119158,47.95285713 14.92118196,47.95285726 14.92117176,47.95285826 14.921156,47.95285807 14.92114033,47.952861 14.92110495,47.95287054 14.92107748,47.95287432 14.92106635,47.95287668 14.92103628,47.95287836 14.92102412,47.95287845 14.92099115,47.95288238 14.92095941,47.9528875 14.92095709,47.95288874 14.92095241,47.95288908 14.92091711,47.95288925 14.92091329,47.95289027 14.92087963,47.95289184 14.92087516,47.95289272 14.92084303,47.95287098 14.92082614,47.95287197 14.92076509,47.95286999 14.9207473,47.95284205 14.92078191,47.95281114 14.92083404,47.95280275 14.92084555,47.95280201 14.92084971,47.95279304 14.9208474,47.95278388 14.9208489,47.9527814 14.92086579,47.95274106 14.92087598,47.95273841 14.920999,47.95272653 14.92103117,47.95271792 14.92106441,47.9527052 14.92110051,47.95269274 14.92111469,47.9526865 14.92115454,47.95267044 14.92118278,47.9526642 14.9212284,47.95264996 14.92127095,47.95262753 14.92136307,47.95260959 14.92139447,47.95259861 14.92141812,47.95259318 14.92153032,47.95256521 14.92154833,47.95255975 14.92155225,47.95255953 14.92163103,47.95254854 14.92163845,47.95254668 14.92170826,47.95252714 14.921711,47.95252598 14.9218105,47.95249159 14.92183686,47.95248281 14.92185602,47.9524756 14.92194994,47.9524505 14.92197467,47.95244754 14.92198121,47.95244271 14.92200832,47.952445 14.92206139,47.95243823 14.92206586,47.95243678114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.96039316,48.23962342 16.96044129,48.2396257 16.96043935,48.23962477 16.96039645,48.23962233 16.96039316,48.23962342118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.92435324,48.24660775 16.924384,48.24659592 16.92435698,48.24660624 16.92435324,48.24660775111830Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)ABU II - Abflussuntersuchung Pielach und SierningGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2007DonauConsult Zottl & Erber Zt.-GmbHjajaneinHW300neinneinneinWA3 - Regionalstelle Mostviertel2D-Berechnung; Änderungen im August 2007; Flussab der Mündung des Deutschbachs wurde aufgrund der Veränderung des rechten Vorlandes die 2007 ausgewiesene Insel aus den ÜF entfernt (Infoquelle: ID_PROJ 1277, Aktualisierung der ÜF in Rabenstein, 2020); im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9004 gespeichert; Projekt 9059 enthält die Überlappungsbereiche mit Projekt 1281 (Neubingbach);2022-09-14T22:00:00Z10002024-11-17T23:00:00Z15.35042103,48.2393543 15.35042418,48.23935182 15.3504211,48.23935302 15.35042103,48.2393543118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.94962783,48.26024284 16.94962078,48.26023215 16.94964298,48.26026631 16.94962783,48.26024284118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.97801129,48.1837472 16.97803932,48.18376775 16.97803727,48.18376474 16.97801539,48.18374865 16.97801129,48.1837472114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.86864067,48.34586575 16.86858844,48.34586951 16.86863918,48.34586631 16.86864067,48.34586575114630Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)ABU IV - Los D.1 (Seebach, Moosbach, Stössingbach, Michelbach, Perschling Oberlauf)Gültigkeit siehe Layer 'Hochwasser-Datenverfügbark2010DonauConsult Zottl & Erber Zt.-GmbHjajaneinHW300neinneinneinWA3 - Regionalstelle MostviertelBerechnung des Ist-Zustandes anhand detaillierter 2D-Berechnung; Überlappungsbereich mit Projekt 1246 in Projekt 9047 dargestellt; 2022: HWS Gedesag, Würmla in ÜF30 u. ÜF100 berücksichtigt; 2022-09-12T22:00:00Z10002024-11-17T23:00:00Z15.69500544,48.13743819 15.69500163,48.13745997 15.69500084,48.13749582 15.69499889,48.13750037 15.69499305,48.13750252 15.69498408,48.13750429 15.69498066,48.13750557 15.69497765,48.13750683 15.69497467,48.13750998 15.69497377,48.13751367 15.69497357,48.13752751 15.69497315,48.13753139 15.69497055,48.13753984 15.69496855,48.13754317 15.69496144,48.13754757 15.6949567,48.13754904 15.69495011,48.13755198 15.69494626,48.13755465 15.69494196,48.13756127 15.69493342,48.13756521 15.69492686,48.13756656 15.69491558,48.13756972 15.69491034,48.13757149 15.69490756,48.13757366 15.69490599,48.13757628 15.69490476,48.1375806 15.69490453,48.13758502 15.69490532,48.13759419 15.69490539,48.13760809 15.69490615,48.13761115 15.69490878,48.13761226 15.69491044,48.13761222 15.69491101,48.13761012 15.69491156,48.13760127 15.69491403,48.13759672 15.69492122,48.13759555 15.69494068,48.13759537 15.69496129,48.13759493 15.69496466,48.13759464 15.69496877,48.13758866 15.69497544,48.13758731 15.69498864,48.13758681 15.69499247,48.13758637 15.69499377,48.13758413 15.69499585,48.13757564 15.69499794,48.13757205 15.69500323,48.13757066 15.6950198,48.13756861 15.69502349,48.13756202 15.69503235,48.13755925 15.695033,48.13755691 15.69503304,48.13755183 15.69503176,48.13753859 15.69503204,48.13751528 15.69503405,48.13747997 15.69503429,48.13746195 15.69503389,48.13745848 15.69503048,48.1374545 15.69502303,48.13745223 15.69501845,48.1374514 15.69501349,48.13744867 15.69500714,48.13744116 15.69500544,48.13743819118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.91567467,48.3108707 16.91567896,48.31091581 16.91568109,48.31091191 16.91568384,48.3108804 16.91567467,48.3108707118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.88564306,48.28777897 16.88564885,48.28775743 16.88563831,48.28779043 16.88564306,48.28777897117330Generelles ProjektHWS Gölsen in KG Wiesenfeld/St. Veit an der GölsenGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2010Dr. W. Summer, ZT f. KT u. WWjajanein1057neinneinneinWA3 - Regionalstelle MostviertelIst-Zustand; Die Abflussberechnungen wurden für die Gölsen ohne Zubringer gerechnet; Im Projektgebiet liegt die ÜF bei HQ300 des Projekts ID 1057 (GBK Gölsen, 2006) vor; 2017-04-11T22:00:00Z10002024-11-17T23:00:00Z15.63817927,48.0508959 15.63779017,48.05061382 15.63777408,48.05062134 15.63768329,48.05064686 15.63768123,48.05064808 15.63755207,48.05069377 15.63753914,48.05069321 15.63752908,48.05069452 15.63743842,48.05073312 15.6374269,48.05073952 15.63732674,48.05078011 15.63723225,48.05082053 15.63720562,48.0508251 15.63712791,48.05085377 15.63709546,48.05085946 15.63697882,48.05091311 15.63697264,48.05092261 15.63686377,48.0509676 15.63663568,48.05104959 15.63661825,48.05105034 15.63654066,48.05107014 15.63648771,48.05109768 15.63639845,48.05112088 15.63635039,48.051134 15.63631237,48.05114989 15.63625369,48.05117159 15.63620748,48.05119167 15.63613509,48.05122545 15.63610345,48.05124111 15.63605762,48.05125568 15.63602075,48.05127273 15.63594379,48.05130171 15.63590002,48.05133279 15.63580371,48.05137717 15.63576244,48.05140794 15.63569617,48.05144375 15.63561021,48.05149693 15.63558173,48.05150066 15.63556822,48.05151001 15.63548384,48.05155631 15.63547454,48.05156331 15.63537463,48.05161779 15.63527377,48.05167151 15.63527208,48.0516732 15.6351625,48.05173248 15.63516053,48.05173265 15.63514593,48.05174236 15.63506286,48.05178969 15.63493332,48.051859 15.63485433,48.05188305 15.63481001,48.05191092 15.63474159,48.0519594 15.6347401,48.05196164 15.63473918,48.05196516 15.63463744,48.05202237 15.63452978,48.05208125 15.63431359,48.05219766 15.63421702,48.05226051 15.63412217,48.05232457 15.63393167,48.05245213 15.63384698,48.05250804 15.63417107,48.05284792 15.63418184,48.05283946 15.63424,48.05280276 15.63428809,48.05277149 15.63430504,48.05275909 15.63435126,48.05272902 15.6344099,48.05268875 15.634464,48.05265628 15.63452127,48.05261626 15.6345661,48.05258757 15.63459389,48.05256708 15.63463536,48.0525406 15.63469963,48.05249038 15.63472752,48.05247114 15.6347989,48.05242606 15.63482142,48.05239456 15.6348833,48.05235997 15.6349001,48.05235098 15.63495789,48.05232363 15.6350126,48.05230153 15.63503603,48.05226148 15.63504923,48.05224786 15.635063,48.05223756 15.6350842,48.05222731 15.63512427,48.05219682 15.63515512,48.05218389 15.63518132,48.05217141 15.63521297,48.05213704 15.63525111,48.05211626 15.63527266,48.05210554 15.63536145,48.05206593 15.63537671,48.05205842 15.63539134,48.05205038 15.63546324,48.05200921 15.63557911,48.05194609 15.63559642,48.05193735 15.63567913,48.051898 15.63580205,48.05184642 15.63590431,48.05180564 15.63602839,48.05176256 15.63613785,48.0517267 15.63624724,48.0516957 15.63632407,48.05165477 15.63637925,48.05160396 15.63643825,48.05153856 15.6365593,48.05145163 15.6368877,48.0513416 15.6371393,48.05127007 15.63724529,48.051222 15.63758475,48.05109986 15.63776341,48.0510498 15.63790568,48.0510044 15.63806247,48.05095981 15.63817586,48.05090204 15.63818115,48.05089726 15.63817927,48.0508959114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.88985262,48.33807542 16.889816,48.33808668 16.88983935,48.3380798 16.88985262,48.33807542118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.88321329,48.31940038 16.88325371,48.31939536 16.88319773,48.31940182 16.88321329,48.31940038114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.87812991,48.34720559 16.87808602,48.34723681 16.87809621,48.34722967 16.87812991,48.34720559114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.96154724,48.27138457 16.96154966,48.2714091 16.96155016,48.27140283 16.96154724,48.27138457114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.95862168,48.25956968 16.95864325,48.25959982 16.95864047,48.25959538 16.95862168,48.25956968114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.85878793,48.35347903 16.85882292,48.35348205 16.85882988,48.35348246 16.85878793,48.35347903114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.96142444,48.2389632 16.96141669,48.23900355 16.96142123,48.23899244 16.96142444,48.2389632117130Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Abflussstudie 2008 Johannesbach, km 5.000 - 11.750 Gemeinden St. Egyden, WürflachGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009PERZPLAN, Ingenieurbüro DI Thomas PerzjajaneinHW300neinneinjaWA3 - Regionalstelle Industrieviertel2D-Berechnung; Ist-Zustand; Im obersten Abschnitt (Bereich Gemeinde Würflach) keine gültige Ausweisung der HW-Überflutungszone, da die Untersuchung erst ab dem unteren Ende des Gemeindegebietes beauftragt war; Im gesamten Bearbeitungsgebiet gibt es keine Zubringer, jedoch ist der Abschnitt mit einer Vielzahl von Entwässerungsgräben ausgestattet, die berücksichtigt wurden; Projekt 9068 enthält die Überlappungsbereiche mit Projekt 1302 (Frauenbach);2022-08-30T22:00:00Z10002024-11-17T23:00:00Z16.11291483,47.78660504 16.11291467,47.78660193 16.11290959,47.78660192 16.1129056,47.786605 16.11291055,47.78660414 16.11291483,47.78660504114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.89222534,48.33740495 16.8921647,48.33742596 16.89222175,48.33740625 16.89222534,48.33740495118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z15.35128436,48.2375458 15.35128866,48.23753518 15.35123039,48.23758211 15.35119429,48.23760878 15.35117766,48.23762806 15.35120222,48.23761705 15.35128436,48.2375458114630Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)ABU IV - Los D.1 (Seebach, Moosbach, Stössingbach, Michelbach, Perschling Oberlauf)Gültigkeit siehe Layer 'Hochwasser-Datenverfügbark2010DonauConsult Zottl & Erber Zt.-GmbHjajaneinHW300neinneinneinWA3 - Regionalstelle MostviertelBerechnung des Ist-Zustandes anhand detaillierter 2D-Berechnung; Überlappungsbereich mit Projekt 1246 in Projekt 9047 dargestellt; 2022: HWS Gedesag, Würmla in ÜF30 u. ÜF100 berücksichtigt; 2022-09-12T22:00:00Z10002024-11-17T23:00:00Z15.92715354,48.24808892 15.92713206,48.24808164 15.92707813,48.24808864 15.92702434,48.24808126 15.92699467,48.24808655 15.92696222,48.24809723 15.92692451,48.24810428 15.92689214,48.24811136 15.9268625,48.24811306 15.92680852,48.24812725 15.92677889,48.24812895 15.92674652,48.24813603 15.92670608,48.24814128 15.9266683,48.24815194 15.92662786,48.24815719 15.92659549,48.24816427 15.92656853,48.24816777 15.92656537,48.24817055 15.92655661,48.24817169 15.92654034,48.24818602 15.92653746,48.24820939 15.92653778,48.24821049 15.92653742,48.24821334 15.92654529,48.24824034 15.92655312,48.24827095 15.92656366,48.24829976 15.92657962,48.248325 15.92659388,48.24834107 15.92657936,48.24835703 15.92658291,48.24835704 15.92657933,48.24836097 15.92660916,48.24836108 15.92660481,48.24836824 15.92665057,48.2483684 15.92670714,48.24836501 15.92675304,48.24835078 15.92680162,48.24833837 15.9268542,48.24833046 15.9269014,48.24832254 15.92694721,48.2483191 15.92698498,48.24831024 15.92702546,48.2482978 15.92706331,48.24827995 15.92709983,48.2482594 15.92714074,48.24819659 15.92715582,48.24816157 15.92717355,48.24813375 15.92717509,48.24810947 15.92716398,48.24810384 15.92716419,48.24810335 15.92715354,48.24808892114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.95940809,48.28448608 16.95941894,48.28452089 16.95941625,48.28451159 16.95940809,48.28448608114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.916794,48.3096423 16.91679498,48.30964479 16.9167949,48.309644 16.916794,48.3096423130230Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Abflussuntersuchungen IV, Los D.4, Frauenbach Fkm 0.0 bis 16.0, Warme Fischa Fkm 27.5 bis 5.99Gültigkeit siehe Layer 'Hochwasser-Datenverfügbark2015Dr. Blasy - Dr. Overland, Beratende Ingenieure GmbH & Co. KGjajaneinHW300neinneinneinWA3 - Regionalstelle Industrieviertel2D-Berechnung, die Warme Fischa und der Frauenbach wurden instationär mit Versickerung berechnet; 2022 Datenaustausch auf Grundlage Projekt ABU2015; Projekt 9068 enthält die Überlappungsbereiche mit Projekt 1171 (Johannesbach); Projekt 9066 enthält die Überlappungsbereiche mit Projekt 1274 (Leitha WV4); Projekt 9067 enthält die Überlappungsbereiche mit Projekt 1273 (Leitha WV3);2022-08-29T22:00:00Z10002024-11-17T23:00:00Z16.11213709,47.79704831 16.11213904,47.79704623 16.11214451,47.79704679 16.11214663,47.79704411 16.11214465,47.7970406 16.11214721,47.79703899 16.11214573,47.79703498 16.11214664,47.79703335 16.11214466,47.79702794 16.11214516,47.79702729 16.11214247,47.7970238 16.11211398,47.79701085 16.11210397,47.79700711 16.11208408,47.79699902 16.11205542,47.79698608 16.11203469,47.79697779 16.11202521,47.7969744 16.11199621,47.79696173 16.11194106,47.79693406 16.11191222,47.79692124 16.11188642,47.79690598 16.11183961,47.79688369 16.1118298,47.79687948 16.11180284,47.79686513 16.11177655,47.79685025 16.11170301,47.79682194 16.11168583,47.79681486 16.11166037,47.79679934 16.1116344,47.79678424 16.11160676,47.79677053 16.11157609,47.79675916 16.11154953,47.79674468 16.11153227,47.79673985 16.11151763,47.79673426 16.11150728,47.79672927 16.11148917,47.79672122 16.11146365,47.79670598 16.11143645,47.79669199 16.11140732,47.79667947 16.11137915,47.79666623 16.11134973,47.79665391 16.11132351,47.79663906 16.11129805,47.79662354 16.11127181,47.79660859 16.11124521,47.79659392 16.11121776,47.79657986 16.11120154,47.79657287 16.11118802,47.79656743 16.11118336,47.79656506 16.11116059,47.79655335 16.11113431,47.79653843 16.11110759,47.79652383 16.11108368,47.79651313 16.11107827,47.79651106 16.11104975,47.79649775 16.11102397,47.79648261 16.11097091,47.79645338 16.11094136,47.79644086 16.11091426,47.79642664 16.11088042,47.79640717 16.11086169,47.79639706 16.11085238,47.79639271 16.11083481,47.79638265 16.11082053,47.7963751 16.11080736,47.79636864 16.11077686,47.79635676 16.11075666,47.79634675 16.11074864,47.79634328 16.11072234,47.79632725 16.1106966,47.79631364 16.11067733,47.79630568 16.11066408,47.7962987 16.1105897,47.79626155 16.11054767,47.79624218 16.11051881,47.79622788 16.11048816,47.79621484 16.11045944,47.79620062 16.11043022,47.79618674 16.11040282,47.79617162 16.11037441,47.79615719 16.11034969,47.79614025 16.11031966,47.79612693 16.11029486,47.79611492 16.11029062,47.79611274 16.11026867,47.79609939 16.11025131,47.7960907 16.11023519,47.79608202 16.1102062,47.79606749 16.1101965,47.79606338 16.11018763,47.79606013 16.11017589,47.7960539 16.11016385,47.79604483 16.11012664,47.79601876 16.11010228,47.796001 16.11006325,47.79597443 16.11005325,47.79596708 16.11004845,47.79596423 16.11004671,47.795964 16.11003946,47.7959617 16.11003238,47.79596155 16.1100204,47.79595457 16.11001292,47.79595341 16.1100116,47.79595387 16.11000644,47.7959537 16.11000098,47.79595548 16.10999732,47.79595504 16.10999457,47.79595588 16.10998714,47.79595264 16.10998616,47.79595337 16.10998107,47.79594927 16.10997428,47.79594518 16.10997257,47.7959455 16.10995773,47.79594376 16.10994035,47.7959427 16.10993604,47.79594199 16.10993266,47.79593959 16.10992087,47.79593363 16.10991413,47.79593221 16.10990392,47.79592632 16.10989193,47.79592466 16.10986782,47.79591947 16.10983233,47.79591729 16.10979672,47.79591466 16.10976172,47.79591402 16.10972716,47.79591469 16.10969165,47.79591628 16.10965727,47.79592368 16.10957784,47.79593674 16.10955269,47.79594122 16.10951828,47.79594849 16.10948536,47.7959595 16.10945167,47.79596778 16.10941782,47.79597559 16.10941136,47.79597742 16.10938419,47.79598411 16.10937899,47.79598495 16.10935077,47.79599325 16.10929754,47.79600756 16.10926872,47.79601637 16.10925159,47.79602121 16.10921963,47.79603333 16.10918712,47.79604391 16.10915414,47.79605315 16.10912235,47.79606571 16.10909039,47.79607786 16.10902485,47.79609752 16.10901396,47.79610284 16.10899364,47.79611166 16.10898098,47.7961149 16.1089597,47.79611892 16.10892742,47.79613062 16.10889489,47.79614163 16.10886199,47.79615165 16.10882947,47.79616267 16.10879587,47.79617093 16.10876353,47.79618231 16.10873063,47.7961923 16.10870093,47.79620089 16.10866383,47.79621003 16.10863053,47.79621956 16.10859637,47.79622732 16.10856277,47.79623635 16.10852871,47.79624434 16.10846108,47.79626138 16.10842657,47.79626834 16.10839151,47.79627409 16.10835771,47.79628262 16.10830579,47.79629231 16.10825593,47.79630288 16.10822031,47.79630743 16.1082071,47.79630841 16.10818431,47.79631117 16.10818017,47.79631192 16.10814876,47.79631592 16.10810953,47.79632414 16.10807982,47.79633003 16.10806917,47.79633174 16.10805364,47.79633316 16.10802008,47.79633759 16.10800833,47.79633873 16.10799538,47.79634052 16.10797251,47.79634287 16.1079249,47.79634969 16.10790187,47.796352 16.10786567,47.79635469 16.1077603,47.79636616 16.10772643,47.7963696 16.10771749,47.796371 16.10768868,47.79637663 16.10766882,47.79637904 16.10765302,47.79638051 16.10764044,47.79638128 16.10760703,47.79638478 16.1075811,47.79638687 16.10754634,47.79639281 16.10751064,47.7963966 16.10747565,47.79640203 16.10745502,47.79640346 16.10743926,47.7964042 16.10742647,47.79640568 16.10736867,47.7964137 16.1073338,47.79641957 16.1073044,47.79642272 16.10726964,47.79642693 16.10726237,47.79642733 16.10724793,47.79642757 16.10722589,47.79642942 16.1072182,47.79643041 16.10718982,47.79643248 16.1071673,47.79643375 16.10715319,47.79643421 16.10712326,47.7964407 16.10712056,47.79644143 16.10711943,47.79644265 16.107121,47.79644631 16.10711992,47.79645123 16.10712297,47.79645588 16.10712269,47.79645632 16.10712642,47.79645893 16.10712988,47.79645957 16.10713383,47.79645951 16.10714601,47.79646045 16.10716342,47.79645808 16.10719978,47.79645575 16.10726978,47.79644464 16.10730604,47.79644203 16.10734078,47.7964359 16.10737624,47.79643142 16.1074136,47.79643145 16.10744861,47.79642601 16.10748431,47.79642215 16.10751959,47.79641733 16.1075545,47.79641165 16.10759025,47.79640789 16.1076254,47.79640277 16.10763852,47.79640159 16.10769779,47.79639728 16.10773365,47.79639378 16.10774589,47.79639045 16.10776659,47.79638376 16.1077853,47.79638357 16.10780365,47.79638294 16.10783773,47.79637552 16.10785559,47.79637543 16.10787461,47.79637429 16.10788202,47.79637339 16.107906,47.79637165 16.10799316,47.79636203 16.10801843,47.79636005 16.10806846,47.79635399 16.10809048,47.79635281 16.10812542,47.79634689 16.10815958,47.79633929 16.10819466,47.79633366 16.1082292,47.79632684 16.10826938,47.79632007 16.10829885,47.79631442 16.10833278,47.79631084 16.10836781,47.79630507 16.10840103,47.79629533 16.10843575,47.79628894 16.10846985,47.79628115 16.10848823,47.79627975 16.10850594,47.79627787 16.10853166,47.79627095 16.10853968,47.79626927 16.10861275,47.79625019 16.10864048,47.79624248 16.10865023,47.79624063 16.10867522,47.79623663 16.10870646,47.79622302 16.10873968,47.79621408 16.10877317,47.7962058 16.10880515,47.79619385 16.10881495,47.79619067 16.10883794,47.79618389 16.1088676,47.79617641 16.10888945,47.79617135 16.10890477,47.79616725 16.10891733,47.79616343 16.10893774,47.79615781 16.10900141,47.79613287 16.10903338,47.79612096 16.10906489,47.79610775 16.10907362,47.79610543 16.1091017,47.79609691 16.10910366,47.79609666 16.10913105,47.79609007 16.10916383,47.79608041 16.10919526,47.79606695 16.109228,47.79605719 16.10924776,47.79605034 16.10929281,47.79603571 16.10931974,47.79602653 16.10932511,47.79602435 16.10933047,47.79602308 16.10935541,47.79601589 16.10939133,47.79600519 16.10942373,47.79599338 16.10943511,47.79599164 16.10944878,47.79598899 16.10945789,47.79598689 16.10952426,47.79596793 16.1095588,47.79596104 16.1095938,47.79595546 16.10962801,47.79594739 16.10966269,47.79594087 16.10967981,47.79593975 16.10970823,47.79593694 16.10973366,47.79593578 16.10976842,47.79593646 16.1098039,47.79593948 16.10983994,47.79594443 16.10987532,47.79594706 16.10991167,47.79595576 16.10991717,47.79595577 16.10992111,47.7959581 16.10992467,47.79595928 16.10993212,47.79596293 16.10995578,47.79597125 16.10998876,47.79597601 16.10999559,47.79598154 16.11000843,47.79598085 16.11001077,47.79597933 16.1100174,47.79598191 16.11001832,47.79598037 16.11002751,47.79598468 16.11002827,47.79598465 16.11004116,47.79598902 16.11004635,47.79599044 16.11005812,47.79599743 16.11008362,47.79601412 16.11008851,47.79601786 16.11011114,47.79603317 16.11013958,47.796053 16.11015795,47.79606645 16.11018332,47.79608348 16.11021061,47.79609916 16.11022901,47.79610764 16.11024025,47.79611318 16.11029582,47.79614319 16.11035319,47.79617167 16.11038133,47.7961863 16.11041198,47.79619922 16.11043965,47.79621415 16.11045315,47.79622079 16.11046921,47.7962278 16.11048132,47.79623424 16.11052376,47.79625864 16.11055486,47.79627146 16.11058271,47.79628651 16.11060794,47.7963034 16.11061133,47.79630515 16.11063716,47.7963175 16.11065527,47.79632491 16.11066889,47.79632991 16.11069617,47.79634544 16.11070514,47.79634982 16.11074509,47.79636629 16.11075586,47.79637141 16.11078123,47.79638685 16.11080735,47.79640177 16.11083699,47.79641424 16.11086472,47.79642802 16.11089027,47.79644332 16.1108982,47.79644904 16.11091426,47.7964597 16.11094291,47.79647284 16.110966,47.79648203 16.11097341,47.79648469 16.11099299,47.79649361 16.11102529,47.79651023 16.11102939,47.79651191 16.11105167,47.79652365 16.111083,47.79654111 16.11109948,47.79654873 16.11111248,47.79655388 16.11116658,47.79658282 16.1111823,47.79658894 16.111222,47.79661078 16.111234,47.79661697 16.11125499,47.79662713 16.11127742,47.79663871 16.11130282,47.79665437 16.11132982,47.79666879 16.1113686,47.79668612 16.11140063,47.79670116 16.11141599,47.79670738 16.11144256,47.79672187 16.11147071,47.79673516 16.11152404,47.79676401 16.11154984,47.7967791 16.11157665,47.79679343 16.11159614,47.79679903 16.11160922,47.7968034 16.11163865,47.79681599 16.11166423,47.79683155 16.11168893,47.79684351 16.11171958,47.79685943 16.11174308,47.79687665 16.11177031,47.79689096 16.11179056,47.79689568 16.11180483,47.79689943 16.11182512,47.79690794 16.11186143,47.79692609 16.11188658,47.79694194 16.11194325,47.79696852 16.11197257,47.79698099 16.1120001,47.79699494 16.1120305,47.79700653 16.11211114,47.79704987 16.11212202,47.79705125 16.11212399,47.79705057 16.11213061,47.79705044 16.11213303,47.79704903 16.11213709,47.79704831118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.96216932,48.29279916 16.96214594,48.29272906 16.96214901,48.29273879 16.96216932,48.29279916130230Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Abflussuntersuchungen IV, Los D.4, Frauenbach Fkm 0.0 bis 16.0, Warme Fischa Fkm 27.5 bis 5.99Gültigkeit siehe Layer 'Hochwasser-Datenverfügbark2015Dr. Blasy - Dr. Overland, Beratende Ingenieure GmbH & Co. KGjajaneinHW300neinneinneinWA3 - Regionalstelle Industrieviertel2D-Berechnung, die Warme Fischa und der Frauenbach wurden instationär mit Versickerung berechnet; 2022 Datenaustausch auf Grundlage Projekt ABU2015; Projekt 9068 enthält die Überlappungsbereiche mit Projekt 1171 (Johannesbach); Projekt 9066 enthält die Überlappungsbereiche mit Projekt 1274 (Leitha WV4); Projekt 9067 enthält die Überlappungsbereiche mit Projekt 1273 (Leitha WV3);2022-08-29T22:00:00Z10002024-11-17T23:00:00Z16.30530933,47.84381876 16.30530121,47.8437691 16.30527106,47.84382019 16.30530933,47.84381876118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.94852192,48.2585235 16.94851527,48.25851331 16.94853656,48.25854618 16.94852192,48.2585235118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z15.82264785,48.3750266 15.82253913,48.3750124 15.8224855,48.37501399 15.82247637,48.37502484 15.82246931,48.37502933 15.82253863,48.37503567 15.8225775,48.37504179 15.82264785,48.3750266124630GefahrenzonenplanGefahrenzonenplan Laabenbach/Große Tulln, Revision 2016Gültigkeit siehe Layer 'Hochwasser-Datenverfügbark2017DonauConsultjajaneinHW300jajajaWA3 - Regionalstelle Mostviertel2D-Berechnung, stationär; Szenario: HW30 Reinwasser, HW100 u. HW300 Gefahrenszenario; rot-gelber und blauer FB vorhanden; Überlappungsbereiche (HW30, HW100 und HW300) mit Projekt 1122 in Projekt 9046, mit Projekt 1146 in Projekt 9047, mit Projekt 1257 in Projekt 9049, mit Projekt 1271 in Projekt 9058 und mit Projekt 1208 (hier auch Rote Zone) in Projekt 9048 dargestellt; 2022: HWS KG Inprugg in ÜF100, ÜF300 berücksichtigt;2022-09-12T22:00:00Z10002024-11-17T23:00:00Z15.92643761,48.24601462 15.92643642,48.246 15.9264359,48.24600064 15.92640388,48.24601316 15.92643761,48.24601462118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.95835566,48.23971325 16.95842046,48.2396842 16.95840953,48.23968767 16.95835986,48.23970816 16.95835566,48.23971325130230Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Abflussuntersuchungen IV, Los D.4, Frauenbach Fkm 0.0 bis 16.0, Warme Fischa Fkm 27.5 bis 5.99Gültigkeit siehe Layer 'Hochwasser-Datenverfügbark2015Dr. Blasy - Dr. Overland, Beratende Ingenieure GmbH & Co. KGjajaneinHW300neinneinneinWA3 - Regionalstelle Industrieviertel2D-Berechnung, die Warme Fischa und der Frauenbach wurden instationär mit Versickerung berechnet; 2022 Datenaustausch auf Grundlage Projekt ABU2015; Projekt 9068 enthält die Überlappungsbereiche mit Projekt 1171 (Johannesbach); Projekt 9066 enthält die Überlappungsbereiche mit Projekt 1274 (Leitha WV4); Projekt 9067 enthält die Überlappungsbereiche mit Projekt 1273 (Leitha WV3);2022-08-29T22:00:00Z10002024-11-17T23:00:00Z16.31450844,47.85236524 16.31449653,47.85235659 16.31450136,47.85236135 16.31450844,47.85236524116830Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Abflussuntersuchung Untere Traisen - Altmannsdorfer Wehr bis Mündung in die Donau, Abflussuntersuchung Traisen - Wilhelmsburg Nord - St. Pölten SüdGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009/2010/2017DonauConsult Ingenieurbüro GmbHjajaneinHW300neinneinneinWA3 - Regionalstelle Mostviertel2D-Berechnung, stationär; Gesamtaktualisierung 2017; HQ30 und HQ100:im Mündungsbereich zur Donau, für welche auch Überflutungsflächen bei HQ30 und HQ100 berechnet wurden, wurde jeweils die Fläche mit den größeren Ausuferungen ausgewiesen; HQ300: im Mündungsbereich Überlagerung mit Donau (bordvoll), die HQ300 Überflutungsfläche wurde nur soweit übernommen, solange sie größer als jene bei HQ100 (der Traisen bzw. der Donau) ist; Projekt 9010 enthält den Überlappungsbereich mit Projekt 1184 (Donau); 2022: Instandhaltungsmaßnahmen rechtes Werksbachufer in ÜF30 u. ÜF100 berücksichtigt und die ÜF100 mit der vorhandenen ÜF300 überlagert;2022-09-12T22:00:00Z10002024-11-17T23:00:00Z15.83496786,48.37686413 15.83494497,48.37686136 15.83495648,48.37686505 15.83502797,48.37688231 15.83496786,48.37686413118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z14.57450394,48.22480152 14.57446864,48.22479958 14.57445044,48.22481509 14.57448801,48.22481736 14.57450394,48.22480152118830Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)ABU IV, Los D4, "Wr. Becken Bäche"Gültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012IB Dr. Blasy - Dr. Overland Beratende Ingenieure GmbH & Co. KGjajaneinHW300neinneinneinWA3 - Regionalstelle Industrieviertel2D-Berechnung stationär für Auebach, 2D-Berechnung instationär für Natschbach; 2015 wurden die ÜF für den Veitsauer Bach und der Frauenbach neu ausgewiesen und unter der Projekt ID 1212 digital übernommen; 2015-04-20T22:00:00Z10002024-11-17T23:00:00Z15.88801939,47.65955908 15.88802743,47.65960516 15.88803186,47.65961456 15.8880396,47.65962014 15.88804763,47.6596099 15.88804974,47.65960789 15.88801939,47.65955908117130Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Abflussstudie 2008 Johannesbach, km 5.000 - 11.750 Gemeinden St. Egyden, WürflachGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009PERZPLAN, Ingenieurbüro DI Thomas PerzjajaneinHW300neinneinjaWA3 - Regionalstelle Industrieviertel2D-Berechnung; Ist-Zustand; Im obersten Abschnitt (Bereich Gemeinde Würflach) keine gültige Ausweisung der HW-Überflutungszone, da die Untersuchung erst ab dem unteren Ende des Gemeindegebietes beauftragt war; Im gesamten Bearbeitungsgebiet gibt es keine Zubringer, jedoch ist der Abschnitt mit einer Vielzahl von Entwässerungsgräben ausgestattet, die berücksichtigt wurden; Projekt 9068 enthält die Überlappungsbereiche mit Projekt 1302 (Frauenbach);2022-08-30T22:00:00Z10002024-11-17T23:00:00Z16.06641012,47.78627498 16.06640343,47.78626928 16.06635343,47.78631724 16.06643317,47.78628667 16.06641012,47.78627498118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.96531907,48.28334872 16.96524039,48.2833475 16.96530916,48.28334885 16.96531907,48.28334872118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.85325829,48.35418015 16.85330759,48.35415762 16.85330177,48.35416011 16.85325829,48.35418015112730Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)ABU Große und Kleine ErlaufGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2011Pöyry Energy GmbHjajaneinHW300neinneinneinWA3 - Regionalstelle Mostviertel2D-Berechnung; Überflutungsflächen für Bestand; In Mündungsbereichen von Zubringern, für welche auch Überflutungsflächen vorliegen, wurde jeweils die Fläche mit den größeren Ausuferungen digital übernommen; Neuberechnung 2011 mit aktualisierten HQ-Werten ersetzt Datenbestand aus 2006; im Bereich Scheibbs wurden keine ÜF ausgewiesen, dort gilt derzeit GZP Scheibbs; Projekt 9036 enthält den Überlappungsbereich mit Projekt 1207 (Jeßnitz) bei HW300; Projekt 9072 enthält den Überlappungsbereich mit Projekt 1313 (Erlaufzubringer);2024-09-11T22:00:00Z10002024-11-17T23:00:00Z15.12406136,48.1227121 15.12403172,48.12272108 15.12402498,48.12272796 15.12400698,48.12277493 15.12400463,48.12278252 15.12400928,48.12279075 15.12400106,48.12281764 15.12400225,48.12283181 15.12400355,48.12283504 15.12399343,48.12288951 15.12399263,48.12290497 15.12398705,48.12290724 15.12397823,48.12293789 15.12397835,48.12294331 15.12397979,48.12294961 15.1239831,48.12298694 15.12398286,48.12299056 15.1239793,48.12300973 15.12398366,48.12304229 15.12397842,48.12305518 15.12398691,48.12309393 15.12397017,48.12310511 15.12396862,48.12311966 15.1239683,48.12313299 15.12398535,48.12318332 15.12397787,48.1231918 15.12397678,48.12319741 15.12398439,48.12320388 15.12400211,48.12321348 15.12400779,48.12322906 15.12401365,48.12324047 15.1240186,48.12324723 15.12402163,48.12324049 15.1240177,48.12323751 15.12400285,48.12321011 15.12400315,48.12320671 15.12400012,48.12320362 15.12399696,48.12318654 15.12398917,48.12317432 15.12399149,48.1231678 15.1239888,48.12316131 15.12399849,48.12314732 15.12400212,48.12312607 15.12400405,48.12311896 15.12399766,48.12309439 15.12399913,48.12308618 15.12401932,48.12307015 15.1240186,48.12306611 15.12399369,48.12303199 15.12399197,48.12302401 15.12399474,48.12299865 15.12399635,48.12299496 15.12399191,48.12297266 15.12400094,48.12295014 15.12399457,48.12294317 15.12400461,48.12292843 15.1240164,48.12291584 15.12400502,48.12288368 15.12400566,48.12287986 15.12400488,48.12287814 15.12401632,48.12285546 15.12400817,48.12284667 15.12401045,48.12283525 15.12401356,48.1228101 15.12401082,48.12280422 15.1240212,48.12279194 15.12403075,48.12277506 15.12406136,48.1227121127430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)LEITHA - Abflussuntersuchung Zustand 2018, Leithawasserverband IVGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2020Werner Consult ZT GmbHjajaneinHW300neinneinneinWA3 - Regionalstelle Industrieviertel2d-Berechnung, instationär; Zustand 2018; die ÜF der RHBs Katzelsdorf und Lichtenwörth wurden 2021 ergänzt; Projekt 9054 enthält die Überlappungsbereiche mit Projekt 1201 (Pitten); Projekt 9066 enthält die Überlappungsbereiche mit Projekt 1302 (Warme Fischa); 2022-08-29T22:00:00Z10002024-11-17T23:00:00Z16.30675075,47.84769186 16.30691197,47.84769955 16.30696644,47.8476838 16.30701032,47.84764397 16.30708141,47.84764342 16.30712087,47.84761356 16.30725731,47.84760803 16.30733992,47.84761747 16.30740289,47.84758084 16.30756123,47.84758293 16.30763739,47.84741827 16.30756613,47.84743352 16.30749155,47.84747182 16.30755318,47.8474725 16.30754343,47.84749795 16.30750421,47.8475195 16.30750021,47.84754517 16.30742134,47.84755872 16.30743416,47.8475118 16.30741844,47.8474829 16.30735936,47.84745225 16.30729214,47.84753937 16.30725558,47.84756102 16.30706809,47.84759988 16.30700281,47.84763395 16.30690086,47.84764545 16.30665274,47.84758092 16.3066369,47.84761062 16.30664419,47.84761324 16.30676612,47.84764836 16.30665737,47.84761798 16.30669496,47.84763151 16.30675075,47.84769186114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.95999803,48.23938804 16.95997548,48.23939773 16.95996052,48.2394047 16.95999803,48.23938804120730Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)ABU NÖ - JeßnitzGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2014Pöyry Energy GmbH, Pöyry Infra GmbHjajaneinHW300janeinjaWA3 - Regionalstelle Mostviertel2D-Berechnung, stationär; Istzustand; im Zuge des Projekts wurde auch eine generelle Hochwasserschutzplanung durchgeführt; Im Bereich HWS Neubruck (ID 1237) ist bei HQ100 die Hochwasserspiegelage der Gr. Erlauf maßgebend, der Rückstau in die Jeßnitz reicht bis etwa zur Töpperbrücke. Daher wurde die ÜF bei HQ100 (ID 1207) dort beschnitten; Projekt 9036 enthält die Überlappungsbereiche mit den Projekten ID1127 (Erlauf) bei HQ300 und ID1237 (Erlauf) bei HQ30;2015-03-18T23:00:00Z10002024-11-17T23:00:00Z15.17980016,47.97973095 15.17979682,47.97973277 15.17979062,47.97973506 15.1797548,47.97974604 15.17975142,47.97974682 15.17974714,47.97974736 15.1797456,47.97974789 15.17969832,47.97977746 15.17965109,47.97981205 15.17956455,47.97988105 15.17952764,47.97990959 15.17949249,47.97993525 15.17948208,47.97994341 15.17944668,47.9799633 15.17942759,47.97997264 15.17941049,47.97998008 15.17938298,47.97999438 15.17936924,47.98000253 15.17935006,47.98001459 15.17931837,47.98003718 15.1792335,47.98010192 15.17920459,47.98012323 15.1791716,47.980146 15.17913128,47.98017101 15.17910943,47.98018375 15.17906688,47.98020751 15.1790137,47.98023688 15.17899556,47.98024651 15.17896564,47.98026394 15.17892924,47.98028152 15.17889425,47.98029017 15.17888944,47.98029191 15.17888302,47.98029535 15.17888053,47.98029566 15.17887756,47.98029484 15.17885913,47.98028554 15.17885122,47.98028135 15.17884847,47.98027933 15.17885377,47.98029317 15.17886288,47.98029818 15.1788725,47.98030583 15.17887611,47.98030793 15.17890423,47.98029904 15.178921,47.98028985 15.17893383,47.98028457 15.17896833,47.98026746 15.17899909,47.98024747 15.17901441,47.98023925 15.17911355,47.98018431 15.17914556,47.9801652 15.17917667,47.98014541 15.17920632,47.98012462 15.17923495,47.98010318 15.17931957,47.98003812 15.17934868,47.98001696 15.17937987,47.97999721 15.17939936,47.97998683 15.17941346,47.97997938 15.17944946,47.97996347 15.17948325,47.97994543 15.17952994,47.97991595 15.17961692,47.97985055 15.17965977,47.97981717 15.17970382,47.9797852 15.17975135,47.9797549 15.1797971,47.97973307 15.17980016,47.97973095118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.96091284,48.28900994 16.96091579,48.28901881 16.96092673,48.28905092 16.96091284,48.28900994131130Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)ABU Enns km 3,300 - km 8,200Gültigkeit siehe Layer 'Hochwasser-Datenverfügbark2021Ingenieurbüro Dr. Lang ZT-GmbHjajaneinHW300neinneinneinWA3 - Regionalstelle Mostviertel2D-Berechnung; HQ30 stationäre Berechnung, HQ100 instationäre Berechnung mit 2-fachem Dammbruchszenario (1x Dammbruch bestehender Damm Kötting, 1 x Dammbruch bestehender Damm Ennsdorf), HQ300 stationäre Berechnung; Projekt 9069 enthält die Überlappungsbereiche mit Projekt 1184 (Donau); 2024-05-07T22:00:00Z10002024-11-17T23:00:00Z14.50433058,48.2298143 14.50432065,48.22981128 14.50429917,48.2298082 14.5042931,48.22980614 14.50427134,48.22979607 14.50426226,48.229793 14.50423033,48.22978557 14.50421412,48.22978049 14.50420276,48.22977799 14.50419721,48.22977536 14.50418753,48.22977548 14.50416006,48.22976882 14.50414421,48.22976377 14.50414243,48.22976264 14.50413887,48.2297614 14.50412175,48.22975422 14.50410682,48.22974987 14.50409624,48.22974552 14.50406724,48.22973778 14.50406581,48.22973676 14.50406395,48.22973644 14.50406271,48.22973663 14.50403005,48.22972724 14.50398514,48.22971502 14.50396937,48.22971016 14.50395959,48.22970791 14.50394642,48.22969924 14.50393314,48.22969645 14.50391501,48.22969345 14.50390242,48.22968812 14.50388279,48.2296852 14.50387583,48.22968369 14.50384933,48.22967923 14.50381181,48.22966776 14.50380788,48.22966765 14.50380212,48.22966666 14.50379892,48.22966368 14.50377321,48.22965289 14.50373787,48.22964124 14.50370697,48.22962823 14.50368383,48.22962513 14.50367238,48.22962068 14.50365625,48.22961505 14.50362789,48.22961224 14.50362523,48.2296124 14.50361986,48.22961049 14.50359286,48.2296063 14.50358385,48.22960312 14.50357046,48.22959157 14.50355193,48.22958537 14.50353183,48.22958243 14.5035308,48.22958147 14.50352643,48.22958051 14.50349321,48.22956476 14.50346453,48.22955809 14.50345609,48.22955736 14.50344041,48.2295482 14.50345686,48.22954032 14.50346984,48.22954172 14.50342213,48.22952998 14.50337058,48.22954371 14.50342782,48.22958505 14.50346436,48.22959615 14.50352215,48.22959472 14.5035524,48.22961026 14.50359797,48.22964111 14.50364475,48.22963713 14.50371227,48.2296544 14.50378041,48.22968382 14.50384158,48.22970297 14.50386476,48.22973132 14.50392255,48.22973176 14.50399622,48.22973626 14.50405878,48.22977107 14.50413277,48.2297782 14.50419983,48.22982016 14.50426195,48.22981833 14.50432194,48.2298205 14.50433058,48.2298143114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.96246502,48.28402403 16.96247752,48.28402883 16.96248788,48.28403209 16.96246502,48.28402403114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.93681947,48.24191862 16.93680913,48.24192209 16.93681372,48.24192128 16.93681947,48.24191862114630Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)ABU IV - Los D.1 (Seebach, Moosbach, Stössingbach, Michelbach, Perschling Oberlauf)Gültigkeit siehe Layer 'Hochwasser-Datenverfügbark2010DonauConsult Zottl & Erber Zt.-GmbHjajaneinHW300neinneinneinWA3 - Regionalstelle MostviertelBerechnung des Ist-Zustandes anhand detaillierter 2D-Berechnung; Überlappungsbereich mit Projekt 1246 in Projekt 9047 dargestellt; 2022: HWS Gedesag, Würmla in ÜF30 u. ÜF100 berücksichtigt; 2022-09-12T22:00:00Z10002024-11-17T23:00:00Z15.93019857,48.24731305 15.93039523,48.24732915 15.93046434,48.24734598 15.93058332,48.24735704 15.9306863,48.2474156 15.93067206,48.24740318 15.93064355,48.24738624 15.93061675,48.24736947 15.93059165,48.24735515 15.93056036,48.2473498 15.93052708,48.24734773 15.93044687,48.24733731 15.93040655,48.24732817 15.93032363,48.24731758 15.9302906,48.24731468 15.93026196,48.24731442 15.93023407,48.24731268 15.93020518,48.24731356 15.93019857,48.24731305114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.96251468,48.19935542 16.96250606,48.19935959 16.96249144,48.199371 16.96251468,48.19935542118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.96074604,48.28849511 16.96072999,48.28844792 16.96073275,48.2884565 16.96074604,48.28849511118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.92450439,48.26806693 16.92452656,48.26803347 16.92449904,48.26807486 16.92450439,48.26806693118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z15.7348816,48.38125854 15.7350135,48.38121087 15.73507511,48.3811237 15.73507556,48.38099655 15.73489803,48.38094291 15.73488548,48.38092873 15.73486582,48.38094274 15.73467113,48.38097919 15.7346288,48.38112136 15.73466646,48.38115731 15.73470962,48.38123653 15.73477698,48.3812321 15.7348816,48.38125854114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.94639036,48.25385494 16.94639523,48.25390729 16.94639621,48.25391711 16.94639036,48.25385494114630Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)ABU IV - Los D.1 (Seebach, Moosbach, Stössingbach, Michelbach, Perschling Oberlauf)Gültigkeit siehe Layer 'Hochwasser-Datenverfügbark2010DonauConsult Zottl & Erber Zt.-GmbHjajaneinHW300neinneinneinWA3 - Regionalstelle MostviertelBerechnung des Ist-Zustandes anhand detaillierter 2D-Berechnung; Überlappungsbereich mit Projekt 1246 in Projekt 9047 dargestellt; 2022: HWS Gedesag, Würmla in ÜF30 u. ÜF100 berücksichtigt; 2022-09-12T22:00:00Z10002024-11-17T23:00:00Z15.85756738,48.19467424 15.85756729,48.19468324 15.85758456,48.19467881 15.85756738,48.19467424129730GefahrenzonenplanGefahrenzonenplanung Schwechat UnterlaufGültigkeit siehe Layer 'Hochwasser-Datenverfügbark202127.9.2021Werner Consult ZT GmbHjajaneinHW300jajaneinWA3 - Regionalstelle Industrieviertel2D-Berechnung; Schwechat km 6.40-34.50 und Triesting km 0.00 bis 3.37 instationär; Mödling km 0.00-2.68, Krottenbach km 0.00-1.70, Petersbach km 0.00-1.00 und Liesing km 0.00-1.00 stationar; Projekt 9061 enthält die Überlappungsbereiche mit Projekt 1167 (Liesing und Mödling); Projekt 9062 enthält die Überlappungsbereiche mit Projekt 1090 (Triesting); Projekt 9063 enthält die Überlappungsbereiche mit Projekt 1184 (Donau); 2022-08-28T22:00:00Z10002024-11-17T23:00:00Z16.37380191,48.07809701 16.37384405,48.07809315 16.37367875,48.07810453 16.37371823,48.07810356 16.37375594,48.0781021 16.37376775,48.07810122 16.37377906,48.07809999 16.37380191,48.07809701118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.93152264,48.24345684 16.9315174,48.24345891 16.93144586,48.24348813 16.93152264,48.24345684114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.89473859,48.30224024 16.89474188,48.30224218 16.89483333,48.3022678 16.89473859,48.30224024130230Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Abflussuntersuchungen IV, Los D.4, Frauenbach Fkm 0.0 bis 16.0, Warme Fischa Fkm 27.5 bis 5.99Gültigkeit siehe Layer 'Hochwasser-Datenverfügbark2015Dr. Blasy - Dr. Overland, Beratende Ingenieure GmbH & Co. KGjajaneinHW300neinneinneinWA3 - Regionalstelle Industrieviertel2D-Berechnung, die Warme Fischa und der Frauenbach wurden instationär mit Versickerung berechnet; 2022 Datenaustausch auf Grundlage Projekt ABU2015; Projekt 9068 enthält die Überlappungsbereiche mit Projekt 1171 (Johannesbach); Projekt 9066 enthält die Überlappungsbereiche mit Projekt 1274 (Leitha WV4); Projekt 9067 enthält die Überlappungsbereiche mit Projekt 1273 (Leitha WV3);2022-08-29T22:00:00Z10002024-11-17T23:00:00Z16.14153609,47.81947751 16.14180024,47.81958187 16.14169038,47.81953291 16.14153609,47.81947751118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.88092711,48.34522919 16.88097205,48.34519644 16.88096274,48.34520308 16.88092711,48.34522919118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.88374091,48.31857253 16.88375513,48.31855263 16.88373629,48.31857793 16.88374091,48.31857253118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.96091543,48.24500937 16.96091591,48.24501574 16.96091723,48.24503161 16.96091543,48.24500937114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.87647602,48.34594038 16.87647221,48.34593997 16.87646794,48.34594076 16.87647602,48.34594038118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.88204421,48.31956952 16.88199469,48.31957263 16.88199556,48.31957295 16.88203451,48.31957162 16.88204421,48.31956952118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.91559713,48.30480243 16.91559386,48.30478419 16.91559607,48.30479688 16.91559713,48.30480243114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.96171948,48.29142909 16.96173177,48.29146587 16.96172848,48.29145572 16.96171948,48.29142909114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.88103266,48.31120048 16.88105509,48.31123517 16.88106111,48.31124344 16.88103266,48.31120048118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.9792736,48.17981334 16.97930803,48.17978739 16.97927576,48.17981081 16.9792736,48.17981334114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.9572187,48.24048887 16.95712546,48.24049791 16.95710727,48.24050017 16.9572187,48.24048887130230Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Abflussuntersuchungen IV, Los D.4, Frauenbach Fkm 0.0 bis 16.0, Warme Fischa Fkm 27.5 bis 5.99Gültigkeit siehe Layer 'Hochwasser-Datenverfügbark2015Dr. Blasy - Dr. Overland, Beratende Ingenieure GmbH & Co. KGjajaneinHW300neinneinneinWA3 - Regionalstelle Industrieviertel2D-Berechnung, die Warme Fischa und der Frauenbach wurden instationär mit Versickerung berechnet; 2022 Datenaustausch auf Grundlage Projekt ABU2015; Projekt 9068 enthält die Überlappungsbereiche mit Projekt 1171 (Johannesbach); Projekt 9066 enthält die Überlappungsbereiche mit Projekt 1274 (Leitha WV4); Projekt 9067 enthält die Überlappungsbereiche mit Projekt 1273 (Leitha WV3);2022-08-29T22:00:00Z10002024-11-17T23:00:00Z16.16167976,47.81301022 16.16172556,47.81296783 16.16178257,47.81292765 16.16173271,47.81291663 16.1617323,47.81291362 16.16171183,47.81290946 16.16170801,47.81291209 16.16170891,47.81291228 16.16170034,47.81291945 16.16167593,47.81293599 16.16164328,47.81295949 16.16161231,47.81298298 16.16160071,47.81299117 16.16159935,47.81299037 16.16159971,47.81299162 16.16162487,47.81300649 16.16162708,47.81300694 16.16167865,47.81301117 16.16167976,47.81301022118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.94300483,48.24094613 16.94303288,48.24093805 16.94302631,48.2409386 16.94300483,48.24094613114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.91573354,48.3052803 16.91573546,48.30529061 16.91573731,48.30529766 16.91573354,48.3052803118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.87791326,48.34736851 16.8779506,48.34734338 16.87792023,48.3473599 16.87791326,48.34736851114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.85580761,48.34065927 16.85579759,48.3406607 16.85575818,48.34066723 16.85580761,48.34065927114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.96124846,48.2726736 16.96124227,48.27274919 16.96124999,48.27267715 16.96124846,48.2726736130230Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Abflussuntersuchungen IV, Los D.4, Frauenbach Fkm 0.0 bis 16.0, Warme Fischa Fkm 27.5 bis 5.99Gültigkeit siehe Layer 'Hochwasser-Datenverfügbark2015Dr. Blasy - Dr. Overland, Beratende Ingenieure GmbH & Co. KGjajaneinHW300neinneinneinWA3 - Regionalstelle Industrieviertel2D-Berechnung, die Warme Fischa und der Frauenbach wurden instationär mit Versickerung berechnet; 2022 Datenaustausch auf Grundlage Projekt ABU2015; Projekt 9068 enthält die Überlappungsbereiche mit Projekt 1171 (Johannesbach); Projekt 9066 enthält die Überlappungsbereiche mit Projekt 1274 (Leitha WV4); Projekt 9067 enthält die Überlappungsbereiche mit Projekt 1273 (Leitha WV3);2022-08-29T22:00:00Z10002024-11-17T23:00:00Z16.31427907,47.85197703 16.31426821,47.85197076 16.3142885,47.85198388 16.3142829,47.85197914 16.31427907,47.85197703114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.96235428,48.29333935 16.96236847,48.29338782 16.96235809,48.29334872 16.96235428,48.29333935118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z15.87431365,48.36362726 15.874288,48.36362371 15.87426041,48.36362378 15.87422676,48.36362901 15.87422131,48.3636336 15.87422164,48.36364229 15.87422474,48.36364933 15.87423214,48.36365306 15.87425876,48.3636589 15.87428652,48.36366012 15.8743147,48.36365126 15.87432198,48.36363251 15.87431365,48.36362726131430Detailprojekt (Ausführungsprojekt, Einreichprojekt)Kleine Tulln in Sieghartskirchen, KG Kogl, RückhaltebeckenGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2022Werner ConsultjajaneinHW300neinnein1271WA3 - Regionalstelle Mostviertel2D-Berechnung, instationär; 2022: Fertigstellung der projektierten Maßnahmen; Ausweisungen für Kleine Tulln und Koglgraben vom RHB bis zur Überlappung mit der Kleinen Tulln; 2D-Modell Koglgraben (Einreichprojekt) an 2D-Modell Kleine Tulln (Generelles Projekt) angehängt; 2D-Modelle am Koglgraben anhand von Vermessungen (2021/2010) aktualisiert; im Projektbereich liegen Ausweisungen von Vorbehaltsflächen aus dem Generellen Projekt Kleine Tulln, 2019 (ID 1271) vor;2024-05-01T22:00:00Z10002024-11-17T23:00:00Z15.98419813,48.23207408 15.9842908,48.23207422 15.98431472,48.23209289 15.98432571,48.23209224 15.98433476,48.23208425 15.9843892,48.23211002 15.9843896,48.23210968 15.98439229,48.23211148 15.9844298,48.23210275 15.98447221,48.23212815 15.98451356,48.23213316 15.98453344,48.23211377 15.98454063,48.23211375 15.9845407,48.23211356 15.9845413,48.23211375 15.9846032,48.23211361 15.98460483,48.23211296 15.98461942,48.2321178 15.98464611,48.23208829 15.98464636,48.23207531 15.98477276,48.23207434 15.98485935,48.23209845 15.98488835,48.2320985 15.98499088,48.23205546 15.98503547,48.23205503 15.98506873,48.23210499 15.98504629,48.23212789 15.9850893,48.23214779 15.98511629,48.23213888 15.98513595,48.23214551 15.98515478,48.23213256 15.98517736,48.23217503 15.98519258,48.23218579 15.98524209,48.23219124 15.98527756,48.23217534 15.98533134,48.23218449 15.98540562,48.2321508 15.9854275,48.23215828 15.98542927,48.23213533 15.98545806,48.23214316 15.98546126,48.23214091 15.98546187,48.23213944 15.98546355,48.2321393 15.98552037,48.23209939 15.98555711,48.23209532 15.98557743,48.23208904 15.98557575,48.23208304 15.98559561,48.2320841 15.98561643,48.2320558 15.9856367,48.23206514 15.98566659,48.23206618 15.98568588,48.23205435 15.98570617,48.23205555 15.98574779,48.23203996 15.98578994,48.23204765 15.98580836,48.23201028 15.985851,48.23200968 15.98592348,48.23202312 15.98595183,48.23199754 15.98600202,48.23198094 15.98599371,48.23197428 15.98600211,48.23196959 15.9860424,48.23198799 15.9860501,48.23198034 15.9860964,48.23199365 15.98611989,48.23199285 15.9861965,48.23201921 15.98645727,48.2320464 15.98653043,48.23202498 15.98654614,48.23201108 15.98656209,48.2318871 15.98658579,48.23179366 15.98659941,48.23177505 15.98665084,48.2317709 15.98666847,48.23179197 15.98667931,48.23178677 15.98673385,48.23180206 15.98681147,48.23176969 15.9868148,48.23177442 15.98683658,48.23177086 15.98684781,48.23178236 15.98687885,48.23177552 15.98692269,48.23174491 15.98696231,48.23175227 15.98696249,48.23175205 15.98697523,48.23175467 15.98699897,48.23174181 15.98703691,48.23175125 15.98705806,48.23174209 15.98707979,48.23169822 15.98712024,48.23168046 15.98717005,48.23169349 15.98720404,48.23169867 15.98720473,48.23169739 15.98721665,48.23169948 15.98727285,48.23169604 15.98727301,48.23169578 15.98729452,48.23169236 15.98727312,48.23167779 15.98727787,48.23165379 15.98733844,48.23166899 15.98734826,48.23165106 15.98739765,48.23165119 15.98739276,48.23162539 15.98740807,48.23163561 15.98742329,48.23164511 15.98743921,48.23165442 15.98745556,48.23166361 15.98747191,48.23167079 15.98753649,48.23168065 15.98762897,48.23169346 15.98769173,48.23170133 15.9877816,48.23171145 15.98781117,48.23171797 15.98787208,48.23171613 15.98790002,48.23171986 15.98794066,48.23172413 15.98796455,48.23172634 15.98802799,48.23172993 15.98804468,48.23173163 15.98814353,48.23170945 15.98821824,48.23169514 15.98830124,48.23167644 15.98831341,48.23167402 15.98833414,48.23166918 15.98835314,48.23166515 15.98838493,48.23165771 15.98839074,48.23165602 15.98841991,48.23164556 15.98842851,48.23164286 15.9885059,48.23161464 15.98854703,48.23159998 15.98856829,48.23154771 15.98856571,48.23152324 15.9885648,48.23151881 15.98856341,48.23150712 15.98855736,48.23146659 15.98855233,48.23143755 15.98852145,48.23134199 15.98851084,48.23131401 15.98854489,48.23130784 15.98869147,48.23126592 15.98873476,48.23125778 15.98873571,48.23126041 15.98874652,48.23130484 15.98876389,48.23131082 15.98878822,48.23134496 15.98884158,48.23132968 15.98882627,48.23129655 15.98883426,48.23128801 15.98885784,48.23128012 15.98886727,48.23127219 15.98886433,48.2312481 15.98891654,48.23123675 15.98897323,48.23121979 15.98927305,48.23117611 15.9894698,48.23116618 15.99008721,48.23124078 15.99010549,48.23124151 15.99029007,48.23124576 15.9903543,48.23124195 15.99035421,48.23123054 15.99022553,48.23123159 15.99009387,48.23122277 15.98947754,48.23114607 15.98924836,48.23116237 15.98904931,48.23119659 15.98897033,48.23120522 15.98890668,48.23120476 15.98884586,48.2312128 15.98882351,48.23118926 15.98880576,48.23118426 15.98871296,48.23119015 15.98871892,48.23119458 15.98872895,48.23124158 15.98872989,48.2312442 15.9886866,48.23125235 15.98852801,48.23126458 15.98849399,48.23127074 15.98849229,48.2312664 15.9884652,48.23121416 15.9884525,48.23118206 15.98841527,48.23109096 15.98838261,48.23101241 15.98835218,48.23093618 15.98831395,48.23094698 15.98828612,48.23095265 15.98826401,48.23095785 15.98823319,48.23096316 15.9880263,48.2310097 15.98795367,48.23104472 15.98790298,48.2310655 15.98790319,48.23106613 15.98790025,48.23106662 15.98777332,48.23111856 15.9876512,48.23116591 15.98765147,48.23116659 15.98764814,48.23116717 15.98758697,48.23119256 15.9875872,48.23119313 15.98758434,48.23119365 15.98752271,48.23121931 15.98752313,48.23122035 15.98751785,48.23122134 15.98737638,48.23128068 15.9873649,48.23129067 15.98735008,48.23130443 15.98733693,48.23131814 15.9873246,48.23133182 15.98731369,48.23134546 15.98730359,48.23135908 15.98729457,48.23137268 15.98728784,48.23138404 15.98728515,48.23138615 15.98728468,48.23138706 15.98725826,48.23141364 15.9872332,48.23144083 15.98721027,48.23146772 15.98718575,48.23149919 15.98714315,48.23150772 15.98695021,48.23153948 15.98701141,48.23148645 15.98708176,48.23147927 15.98707265,48.23147034 15.98716572,48.23142885 15.98717132,48.23136973 15.98715655,48.23133567 15.98710101,48.23133524 15.9870851,48.23136918 15.98708464,48.23136905 15.9870844,48.2313698 15.98702805,48.23137872 15.98701094,48.23137424 15.98700479,48.23136409 15.98699537,48.23137089 15.98697268,48.23137223 15.98697479,48.23136065 15.9869387,48.231371 15.98693693,48.2313689 15.98690903,48.23137441 15.98682484,48.23141952 15.98682143,48.23142165 15.98679719,48.23141747 15.98678451,48.23141668 15.98678115,48.23142397 15.98675095,48.23142413 15.98673141,48.23144354 15.98673052,48.23144767 15.98669901,48.23148228 15.98660998,48.23145817 15.98660158,48.23146126 15.9865968,48.23145919 15.98652328,48.23147653 15.98651389,48.23147675 15.9864673,48.23150193 15.98646667,48.23150372 15.98646545,48.23150293 15.9864356,48.23151906 15.98637045,48.2315071 15.98635671,48.23151017 15.98639408,48.23155611 15.98637018,48.23157372 15.98629851,48.23158632 15.98619691,48.2315853 15.98614146,48.23163592 15.98609229,48.23165481 15.98606612,48.23167445 15.98594951,48.23171205 15.98566872,48.23176403 15.98579076,48.23174017 15.98579585,48.23171452 15.98583361,48.23169245 15.98583632,48.23169261 15.98583461,48.2316914 15.98585493,48.23168518 15.98584767,48.23168516 15.98575719,48.23169947 15.98567291,48.23168854 15.98567223,48.23168869 15.98562503,48.23166686 15.98559152,48.23167505 15.98555741,48.23166839 15.98555652,48.23166687 15.98551597,48.23166753 15.98546435,48.23169724 15.98538867,48.23167085 15.98537503,48.23167693 15.98536956,48.23168103 15.98535674,48.23168508 15.98533203,48.23169609 15.98528031,48.23170826 15.98526864,48.23170207 15.9852543,48.2317137 15.98521061,48.23172288 15.98520771,48.23172387 15.98514386,48.23176675 15.9851107,48.23177699 15.9850541,48.231776 15.98501039,48.23178296 15.98500183,48.23178565 15.98496528,48.2317823 15.98495623,48.2317818 15.98494846,48.23179082 15.98493109,48.2317871 15.98482162,48.23181919 15.98479821,48.23184882 15.98472012,48.23185601 15.98471933,48.23186291 15.98469923,48.231855 15.98462531,48.23188166 15.98461347,48.23189527 15.98454812,48.23189031 15.98453026,48.23187877 15.98448529,48.23189649 15.9843775,48.23191178 15.9843487,48.23192936 15.98423248,48.23192531 15.98412079,48.2319501 15.98410869,48.23195423 15.9841009,48.2319584 15.98408916,48.23199672 15.98406081,48.23199562 15.98403594,48.23200429 15.98404852,48.23202034 15.98404111,48.23203847 15.98397806,48.23204146 15.98392401,48.23205332 15.98396627,48.23208586 15.983929,48.23211062 15.98372211,48.23220606 15.98374608,48.23222511 15.98400508,48.23211178 15.98407038,48.23210191 15.9841186,48.23208491 15.98419813,48.2320740815.98511799,48.23186251 15.98474504,48.23193068 15.9847288,48.23193052 15.98490502,48.23189274 15.98491143,48.23187581 15.98492901,48.23187525 15.98493833,48.23185999 15.98497672,48.23185163 15.9849778,48.23185041 15.9850728,48.23185117 15.98508068,48.23185002 15.98510035,48.23183521 15.9851069,48.23183481 15.98511047,48.23183244 15.98512531,48.23183188 15.98511766,48.23182411 15.98516305,48.23180376 15.98520732,48.23180427 15.98521,48.23180148 15.98523685,48.23179484 15.98530701,48.23180287 15.98544601,48.23180254 15.98511799,48.2318625115.98570981,48.23197731 15.985589,48.23195968 15.98560429,48.23191665 15.98558392,48.231908 15.98546291,48.23193266 15.98538358,48.23188929 15.98536818,48.23189509 15.98533588,48.23188902 15.98533298,48.23190596 15.98532776,48.23189323 15.98527437,48.23191157 15.9852754,48.23186169 15.98531057,48.23186313 15.98530105,48.23185111 15.98531711,48.23184696 15.98591373,48.23173892 15.98595753,48.23173254 15.98597932,48.23173927 15.98610339,48.23173289 15.98611565,48.23173722 15.98606522,48.23176043 15.98604886,48.2317995 15.98599581,48.2318615 15.9859258,48.23186255 15.98590973,48.231869 15.98589324,48.23190144 15.98585485,48.23192245 15.98580741,48.23191129 15.98580422,48.23192513 15.98577541,48.23193637 15.98577335,48.23196509 15.98574004,48.23195575 15.98570981,48.23197731118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.88579745,48.28733962 16.88579804,48.28733299 16.88575257,48.28737707 16.88579745,48.28733962131130Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)ABU Enns km 3,300 - km 8,200Gültigkeit siehe Layer 'Hochwasser-Datenverfügbark2021Ingenieurbüro Dr. Lang ZT-GmbHjajaneinHW300neinneinneinWA3 - Regionalstelle Mostviertel2D-Berechnung; HQ30 stationäre Berechnung, HQ100 instationäre Berechnung mit 2-fachem Dammbruchszenario (1x Dammbruch bestehender Damm Kötting, 1 x Dammbruch bestehender Damm Ennsdorf), HQ300 stationäre Berechnung; Projekt 9069 enthält die Überlappungsbereiche mit Projekt 1184 (Donau); 2024-05-07T22:00:00Z10002024-11-17T23:00:00Z14.50118793,48.22663855 14.50122663,48.22665035 14.50122094,48.22664635 14.50119024,48.22663884 14.50118793,48.22663855111830Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)ABU II - Abflussuntersuchung Pielach und SierningGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2007DonauConsult Zottl & Erber Zt.-GmbHjajaneinHW300neinneinneinWA3 - Regionalstelle Mostviertel2D-Berechnung; Änderungen im August 2007; Flussab der Mündung des Deutschbachs wurde aufgrund der Veränderung des rechten Vorlandes die 2007 ausgewiesene Insel aus den ÜF entfernt (Infoquelle: ID_PROJ 1277, Aktualisierung der ÜF in Rabenstein, 2020); im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9004 gespeichert; Projekt 9059 enthält die Überlappungsbereiche mit Projekt 1281 (Neubingbach);2022-09-14T22:00:00Z10002024-11-17T23:00:00Z15.36717844,47.98134888 15.3671099,47.98134047 15.36698928,47.98131575 15.36688142,47.98134318 15.36682912,47.98138749 15.36673324,47.9814249 15.36670952,47.98144501 15.36667899,47.98146042 15.36662373,47.98150726 15.3665729,47.98158776 15.3665271,47.98161087 15.36648183,47.98164924 15.36649079,47.98169383 15.36647576,47.98175666 15.36649749,47.98186476 15.36648031,47.98193657 15.36648574,47.9819636 15.36648122,47.98198246 15.36651559,47.98200074 15.36650043,47.98206407 15.36645291,47.98208807 15.36641683,47.98214521 15.36637053,47.9821953 15.36634071,47.98230478 15.36635665,47.98231326 15.36635597,47.98234923 15.36633708,47.98235683 15.36630974,47.98241323 15.36632784,47.98242094 15.36632582,47.98252885 15.36635261,47.98252907 15.36637872,47.98256527 15.36637838,47.98258325 15.36641327,47.98263147 15.36643095,47.98263766 15.36643027,47.98267363 15.36645706,47.98267385 15.36646894,47.9827016 15.36649673,47.98275446 15.36651992,47.98284043 15.36643814,47.98291585 15.36635705,47.9830604 15.36632322,47.98307948 15.366275,47.98314965 15.36623742,47.98319356 15.36616934,47.98323195 15.36611158,47.98329217 15.36607341,47.9833137 15.36592103,47.98345244 15.36589194,47.98346885 15.36586678,47.98348796 15.36582314,47.98351257 15.3657854,47.98354123 15.36562862,47.98358662 15.36551483,47.98368285 15.36545895,47.98369903 15.365407,47.98371791 15.3653152,47.98374448 15.36518972,47.9837687 15.36511744,47.98379498 15.3648937,47.98383815 15.36476105,47.98387434 15.36467838,47.98389029 15.36462644,47.98390917 15.36454377,47.98392512 15.36453119,47.98393468 15.3644358,47.98394187 15.36435725,47.98397939 15.36426808,47.98397117 15.36416983,47.98399558 15.36399522,47.98401446 15.36395451,47.98404772 15.36356024,47.98408246 15.36350952,47.98412389 15.36342916,47.98412321 15.36342882,47.9841412 15.36338413,47.98414686 15.36334812,47.9841585 15.36332133,47.98415827 15.36332099,47.98417626 15.3632942,47.98417603 15.36325819,47.98418767 15.3632135,47.98419334 15.36315992,47.98419288 15.36315959,47.98421087 15.3631328,47.98421064 15.36313246,47.98422862 15.36307888,47.98422817 15.36307854,47.98424615 15.36305176,47.98424593 15.36305142,47.98426391 15.36299784,47.98426346 15.3629975,47.98428144 15.36294393,47.98428099 15.36294359,47.98429897 15.3629168,47.98429875 15.36291646,47.98431673 15.36286289,47.98431628 15.36286255,47.98433426 15.36280897,47.98433381 15.36280863,47.98435179 15.36275506,47.98435134 15.36275438,47.98438731 15.3627008,47.98438685 15.36270046,47.98440484 15.36264655,47.98442237 15.36261976,47.98442214 15.36261942,47.98444013 15.36259264,47.9844399 15.3625923,47.98445788 15.36256551,47.98445766 15.36256517,47.98447564 15.36252937,47.98448742 15.36251092,47.98451116 15.36245005,47.98454547 15.36241391,47.98473584 15.36234308,47.98488747 15.36230728,47.98489925 15.36228883,47.98492298 15.36225302,47.98493476 15.36223458,47.9849585 15.36220779,47.98495827 15.36220711,47.98499424 15.36215353,47.98499378 15.36215319,47.98501177 15.36213529,47.98501766 15.3620986,47.98506527 15.36209826,47.98508325 15.36204469,47.9850828 15.36204435,47.98510078 15.36201756,47.98510055 15.36201688,47.98513652 15.3619633,47.98513607 15.36196229,47.98519002 15.36192095,47.985198 15.36189546,47.98523509 15.36179362,47.98532016 15.36175751,47.98534051 15.36165978,47.98551469 15.36161985,47.9855372 15.36159435,47.9855743 15.3615502,47.98562588 15.36151195,47.98568152 15.36145265,47.98575081 15.36145647,47.98578869 15.36139652,47.98591713 15.36139984,47.98595008 15.36136772,47.98602513 15.36126177,47.9860558 15.36119192,47.98617481 15.36123378,47.98625444 15.36116818,47.98629142 15.36106178,47.98648103 15.36097935,47.98650489 15.36092054,47.98654955 15.36076862,47.98657886 15.36062786,47.98657006 15.36058134,47.98653287 15.36048055,47.98653746 15.36032583,47.98665497 15.36015883,47.98667896 15.35997952,47.98672143 15.35981416,47.98675333 15.35977642,47.986782 15.35969375,47.98679795 15.35961349,47.98681696 15.35957258,47.98678425 15.35950751,47.98683367 15.35947368,47.98685274 15.35942544,47.98692291 15.35936956,47.98693909 15.35934399,47.98697629 15.35926353,47.98697126 15.35923615,47.98701487 15.35929829,47.98705175 15.35916678,47.98724403 15.35912166,47.98729673 15.35903463,47.987445 15.35903962,47.98749456 15.35903713,47.98751252 15.35904257,47.98756653 15.35902373,47.98770231 15.35897957,47.98772721 15.35893478,47.98776123 15.35900748,47.98793202 15.35905752,47.98796171 15.35911353,47.98802348 15.35910698,47.98807072 15.35911252,47.98812575 15.35903919,47.98812118 15.35899707,47.98818242 15.35894361,47.98821257 15.35889541,47.98828266 15.35867401,47.98830021 15.35864885,47.98831932 15.35854651,47.98836115 15.35851463,47.9883323 15.3586224,47.9883011 15.35864763,47.98827836 15.35859463,47.98824691 15.35857054,47.98820939 15.35852469,47.98819235 15.35843312,47.98834834 15.35832222,47.98836916 15.35833079,47.9883074 15.35831725,47.98826253 15.35822968,47.98832905 15.35810971,47.98838534 15.35804653,47.98843332 15.35794727,47.9884739 15.357919,47.988515 15.35785099,47.98855335 15.3578094,47.98858493 15.35781488,47.9886394 15.35771432,47.98869609 15.35763928,47.98875308 15.35758864,47.98886099 15.3575929,47.98890324 15.35758666,47.98894815 15.35759201,47.98900123 15.35764335,47.98906489 15.35771797,47.98926472 15.35774609,47.9892996 15.35776985,47.9893551 15.35781255,47.98938044 15.35786927,47.98942579 15.35792339,47.98955225 15.35796956,47.98957964 15.35802628,47.98962498 15.35804621,47.98967156 15.35804587,47.98968955 15.3580184,47.98972529 15.3579323,47.98974189 15.35788139,47.98988601 15.35785842,47.98994307 15.35782645,47.98995749 15.35778391,47.98996464 15.35770601,47.99003941 15.35767662,47.99003524 15.3576259,47.99005213 15.35767156,47.99021828 15.35770286,47.99023376 15.35772449,47.99027287 15.35776897,47.99029486 15.35765386,47.99034877 15.35761971,47.9903799 15.35753463,47.99039422 15.35752324,47.99040459 15.35741608,47.99040367 15.35740083,47.99038844 15.35730891,47.99040276 15.35724225,47.99039116 15.35720184,47.9903969 15.35714361,47.9903876 15.35709458,47.99040093 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15.35988976,47.98817635 15.35988059,47.9882212 15.35988508,47.98824822 15.35985603,47.98839027 15.35989209,47.98841016 15.35989175,47.98842815 15.35985602,47.9884409 15.35991786,47.98846435 15.35991752,47.98848233 15.3598958,47.98848947 15.35992562,47.98853032 15.35994329,47.98853651 15.35995871,47.98857906 15.36001089,47.98863437 15.36003415,47.98869859 15.36007386,47.98871749 15.36007284,47.98877145 15.36009963,47.98877167 15.36008747,47.98883618 15.3600708,47.98887935 15.36001133,47.98888689 15.35998975,47.98891464 15.35992559,47.98892511 15.35990836,47.98896791 15.35988157,47.98896768 15.35988123,47.98898567 15.35985444,47.98898544 15.3598541,47.98900342 15.35974833,47.98902069 15.359692,47.98907399 15.35966521,47.98907377 15.35966487,47.98909175 15.35957932,47.98910571 15.35955635,47.98916278 15.35949219,47.98917325 15.35947496,47.98921605 15.35942138,47.98921559 15.3594207,47.98925156 15.3593705,47.98926176 15.35925276,47.9893667 15.35924278,47.9893465 15.35932761,47.98924213 15.35935407,47.98920568 15.35938255,47.98917065 15.35940935,47.98911621 15.35965256,47.98896874 15.35965699,47.98891181 15.35965446,47.98884866 15.3598075,47.98882556 15.35987433,47.98874331 15.35983062,47.98871543 15.35990001,47.98867335 15.35986258,47.98861531 15.35979392,47.98861655 15.35975699,47.98856226 15.35962189,47.98861042 15.35954113,47.98872161 15.3594714,47.98866776 15.35941987,47.98861265 15.35939235,47.9885951 15.35939377,47.98857681 15.35938963,47.98847359 15.35943496,47.98844157 15.35950187,47.988401 15.35955374,47.98827467 15.35956302,47.98815554 15.35956075,47.98809902 15.35961758,47.98802075 15.35969092,47.98793051 15.35973951,47.98777067 15.3598102,47.98780654 15.35988365,47.98786113 15.3599292,47.98783766 15.35981204,47.9877202 15.35981119,47.98769898 15.35981385,47.98766482 15.35976126,47.98762573 15.35962685,47.98765608 15.35971062,47.98755299 15.3596021,47.98748376 15.35960103,47.98745705 15.35969932,47.98735766 15.35977799,47.98735622 15.3598712,47.9873595 15.35983506,47.98730423 15.3597924,47.98730275 15.35973145,47.98730384 15.3598207,47.98724973 15.35987545,47.9871587615.40069077,48.02075863 15.40076134,48.02078046 15.40068401,48.02087084 15.40074131,48.02104584 15.40073871,48.02106463 15.40078112,48.02111711 15.40081732,48.02117337 15.40095012,48.02122708 15.40108705,48.02108429 15.40115747,48.02103224 15.40148736,48.02117413 15.40151367,48.02121501 15.40154217,48.02123189 15.40156631,48.0212694 15.40159481,48.02128628 15.40161895,48.02132379 15.40166171,48.02134912 15.40170214,48.02138138 15.40169761,48.02141419 15.40174002,48.02146667 15.40178829,48.02154168 15.40183253,48.02159643 15.40182782,48.0216306 15.4018297,48.02164906 15.40177235,48.02173741 15.40174275,48.02180058 15.40168504,48.02186804 15.40156338,48.02186048 15.40138095,48.02188562 15.40130509,48.02194327 15.40116363,48.02196629 15.40101686,48.02190978 15.40096583,48.02191211 15.4009383,48.02191041 15.40085555,48.02194049 15.40086009,48.02190761 15.40080464,48.02187477 15.40073211,48.02181689 15.40067326,48.02172544 15.40049321,48.02164772 15.40046303,48.02160084 15.40041491,48.02157235 15.40030848,48.0214703 15.40025247,48.02138328 15.40020972,48.02135795 15.40014856,48.02130915 15.40006652,48.02126056 15.40004126,48.02120169 15.40001277,48.0211848 15.39998601,48.02114324 15.39993364,48.02111221 15.39990951,48.0210747 15.39988101,48.02105782 15.39984758,48.02100589 15.39996537,48.02095058 15.39999054,48.02093147 15.40010006,48.02091571 15.40012523,48.02089659 15.40018114,48.02088039 15.4002063,48.02086128 15.40028902,48.0208453 15.40036697,48.02081695 15.40053126,48.02079331 15.40062504,48.0207592 15.40067853,48.02074887 15.40069077,48.0207586315.39914649,48.01551623 15.39927877,48.01556716 15.39931168,48.01556566 15.39937805,48.01557595 15.39938619,48.01562393 15.39945716,48.01564854 15.39946845,48.01568854 15.39956308,48.01572135 15.39958062,48.01573536 15.39977589,48.01581302 15.39978796,48.01585844 15.40029471,48.01607406 15.40029289,48.01609764 15.40034702,48.0161321 15.40037214,48.01616898 15.40040071,48.01618717 15.40039659,48.01624047 15.40042621,48.01625933 15.40042219,48.01631139 15.40043658,48.01634004 15.40041867,48.01634593 15.40038199,48.01639355 15.4003285,48.0164023 15.40017867,48.01654834 15.40016364,48.01660762 15.40009418,48.01668733 15.40002669,48.01676839 15.39999855,48.01678546 15.39964425,48.01716099 15.39962601,48.01718487 15.39961646,48.01721473 15.39958064,48.01722652 15.3995622,48.01725026 15.39953539,48.01725004 15.39947116,48.0172837 15.39950761,48.01730378 15.39946417,48.01734674 15.3994527,48.01737528 15.39941616,48.01739588 15.39935754,48.01745701 15.39931971,48.01742682 15.39926623,48.01739513 15.39932097,48.01733113 15.39922563,48.01723856 15.39933133,48.01712797 15.39936738,48.01705102 15.39945033,48.01695405 15.39944648,48.01691606 15.39950398,48.01684883 15.39950012,48.01681082 15.39955954,48.01674136 15.39955568,48.01670335 15.39960343,48.01664755 15.39952266,48.01658308 15.39943472,48.01653098 15.39952296,48.01648121 15.39957542,48.0164199 15.39951297,48.01632285 15.39948447,48.01630597 15.39945528,48.0162606 15.39936422,48.01622554 15.39920287,48.0162567 15.39908436,48.0162848 15.39901677,48.0162806 15.39890767,48.01628559 15.39884176,48.01624655 15.39887268,48.01615673 15.39886991,48.01612941 15.39887487,48.01609347 15.39887207,48.01606598 15.3989033,48.01602947 15.39895831,48.01586963 15.39895554,48.01584231 15.3989605,48.01580638 15.39895775,48.01577937 15.39896147,48.01575242 15.39895873,48.01572542 15.39896121,48.01570745 15.39895847,48.01568045 15.39896467,48.01563553 15.39895788,48.01556866 15.39908566,48.01561786 15.39914784,48.0155913 15.39915145,48.01556511 15.39914649,48.01551623114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.89299433,48.28087529 16.89296073,48.28088641 16.8929454,48.2808917 16.89299433,48.28087529114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.96967682,48.22128586 16.96960516,48.22133657 16.96961617,48.2213341 16.96967682,48.22128586129830GefahrenzonenplanGZP GöllersbachGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2019Pöyry Austria GmbHjajaneinHW300jajajaWA3 - Regionalstelle Weinviertel2D-Berechnung, HQ30 und HQ100 instationär, HQ300 stationär; Göllersbach (km 0.9 - km 36.9); Gmoosbach (km 0.0 - km 6.05), Immendorfergraben (km 0.0 - 0.46), Puchbach (km 0.0 - 3.436); Projekt 9064 enthält die Überlappungsbereiche mit Projekt 1184 (Donau) (nur HW300); Im Mündungsbereich des Puchbachs wurden die ÜF100 und ÜF300 des Göllersbachs nur bis zur Flussachse des Göllersbachs beschnitten, da die ÜF100 und ÜF 300 des Göllersbachs im Projekt 1323 Puchbachs bereits mitberücksichtigt sind;2024-09-29T22:00:00Z10002024-11-17T23:00:00Z16.2010699,48.58171536 16.20108559,48.58169048 16.20109032,48.58168206 16.20109865,48.58166495 16.20111497,48.5816283 16.20113667,48.58156935 16.20114291,48.58154726 16.20115012,48.58151843 16.20116093,48.58145817 16.2011649,48.58142455 16.20116867,48.58138417 16.20117015,48.58137298 16.20117653,48.58133953 16.20118288,48.58130154 16.20119014,48.58126818 16.20119462,48.58123912 16.20119981,48.58121237 16.20120425,48.58117879 16.20121226,48.58113188 16.20121563,48.581105 16.20122382,48.58104907 16.20123237,48.58099995 16.20123681,48.58096186 16.20123953,48.5809485 16.20125215,48.58089512 16.20125979,48.58086583 16.2012617,48.58085678 16.20126234,48.58085032 16.20126206,48.58084649 16.20126086,48.58084345 16.20125989,48.58084247 16.20125868,48.58084185 16.20125722,48.58084167 16.20125569,48.58084195 16.20125283,48.58084377 16.20125055,48.58084688 16.20124812,48.58085285 16.20124027,48.5808821 16.20123112,48.58091316 16.20121921,48.58096199 16.2012094,48.58099506 16.2012077,48.58100396 16.20120538,48.58102411 16.20120282,48.58103975 16.2012,48.58105311 16.20119188,48.58108639 16.20118391,48.58112877 16.20117648,48.58115985 16.20116254,48.58121301 16.20115413,48.58125081 16.20115087,48.58126867 16.2011472,48.58130004 16.20114481,48.58131342 16.20114086,48.58132893 16.20113152,48.58135978 16.2011223,48.58139978 16.20111516,48.58142632 16.20111271,48.5814397 16.20110879,48.58147106 16.20110694,48.58148222 16.20110293,48.58149772 16.2010948,48.58152415 16.20108944,48.58153948 16.20107594,48.58157432 16.20106846,48.58159159 16.20106138,48.58160422 16.20104202,48.58163296 16.20102697,48.58165803 16.20102241,48.58166402 16.20101892,48.58166783 16.20101071,48.58167485 16.20100087,48.5816809 16.20099272,48.5816849 16.20098421,48.5816886 16.20094896,48.58170222 16.20092895,48.58171037 16.20092305,48.58171219 16.20091688,48.58171336 16.20090719,48.58171383 16.20089393,48.58171292 16.20085057,48.58170778 16.20084407,48.58170669 16.20083776,48.58170525 16.20083164,48.58170344 16.20082277,48.58170024 16.20079398,48.58168837 16.20057808,48.58159521 16.20055289,48.58158386 16.20054418,48.58158046 16.20053816,48.58157848 16.20052879,48.58157605 16.20051577,48.5815738 16.20044886,48.58156658 16.20042218,48.5815634 16.20039896,48.5815602 16.20030968,48.58154698 16.20028666,48.58154319 16.20026385,48.58153889 16.20024453,48.5815347 16.20022547,48.58153001 16.20020675,48.58152477 16.20019147,48.58151992 16.20017657,48.58151458 16.20015919,48.5815076 16.20012558,48.58149241 16.20006542,48.58146321 16.20004333,48.58145279 16.20001795,48.58144157 16.19999763,48.58143346 16.19997656,48.58142625 16.19996413,48.58142268 16.19995462,48.58142033 16.19993192,48.58141581 16.19990875,48.58141247 16.19988528,48.58141018 16.19985826,48.58140882 16.19983115,48.58140874 16.19980748,48.58140971 16.19979401,48.58141074 16.19977728,48.58141253 16.19975418,48.58141612 16.19974449,48.58141814 16.199735,48.58142053 16.19972581,48.58142337 16.19971991,48.58142554 16.199706,48.58143188 16.19969334,48.58143931 16.19967967,48.58144928 16.19966545,48.58146188 16.19964907,48.58147897 16.19962878,48.58150243 16.19962423,48.58150849 16.19962021,48.5815147 16.19961693,48.58152109 16.19961529,48.58152544 16.19961377,48.58153207 16.19961348,48.58153652 16.19961387,48.58154095 16.19961498,48.58154531 16.19961684,48.58154954 16.19961944,48.58155358 16.19962279,48.58155736 16.19962686,48.58156083 16.19963156,48.58156397 16.19963673,48.58156682 16.19964796,48.58157185 16.19966585,48.58157839 16.19970518,48.58159171 16.19971757,48.58159532 16.1997271,48.58159763 16.19975958,48.58160401 16.19982191,48.58161471 16.1999272,48.58163188 16.19994025,48.58163423 16.19994921,48.58163618 16.19995871,48.5816388 16.19997093,48.58164264 16.20016806,48.58170762 16.20017703,48.58170998 16.20027593,48.58173236 16.20030186,48.58173754 16.20037365,48.58175085 16.20039012,48.58175339 16.20040681,48.58175523 16.20050756,48.58176415 16.20060517,48.58177163 16.20068276,48.58177641 16.20080776,48.5817829 16.20081773,48.58178381 16.20082442,48.58178483 16.20083077,48.5817862 16.20084014,48.58178872 16.20086454,48.58179677 16.2008765,48.58180118 16.20088516,48.58180478 16.20089314,48.58180888 16.20089784,48.58181197 16.20090184,48.58181537 16.20090485,48.58181907 16.20090659,48.58182304 16.20090693,48.5818251 16.20090694,48.58182719 16.20090603,48.58183139 16.20090412,48.58183556 16.20090143,48.58183962 16.20089302,48.58184943 16.20088867,48.58185552 16.20088582,48.58186199 16.20088477,48.58186644 16.20088431,48.58187094 16.20088473,48.58187766 16.20088662,48.58188362 16.20089027,48.5818863 16.20089266,48.58188738 16.20089534,48.58188824 16.20090125,48.58188931 16.20090764,48.58188963 16.20091754,48.58188901 16.20092412,48.581888 16.20093367,48.58188566 16.20094257,48.5818824 16.20094801,48.58187975 16.20095525,48.58187507 16.20095934,48.58187151 16.20096034,48.58187046 16.20096499,48.58186146 16.20096874,48.58185517 16.20097978,48.58183868 16.20099201,48.58182262 16.20102289,48.58178513 16.20105642,48.58173599 16.2010699,48.58171536113330Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Abflussuntersuchung Piesting und Große FischaGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2008Brandt Gerdes Sitzmann Wasserwirtschaft GmbHjajaneinHW300neinneinjaWA3 - Regionalstelle Industrieviertel2D-Berechnung; Gutenstein bis A2stationär u. instationär, A2bis Gramatneusiedl instat, Gramatneusiedl bis Fischamend stat u.instat; Annahme Versickerung zw.A2u Ebreichsdorf;an Zubringerprojekten jeweils die größeren Ausuferungen digital übern.; Projekt 9006 enthält die Überlappungsbereiche mit Proj 1184 (Donau); ÜF berücksichtigen den DonauHWS der Stadtgemeinde Fischamend (2010 übern.); 2022: Aktualisierung ÜF HQ100 bei Gramatneusiedl aufgrund Geländeanpassung Feldgasse (2014); Im Bereich St.Margarethen/Moos wurde 2015 der HWS am Fischagraben fertig gestellt und die ÜF30undÜF100 aus Maßnahmenkonzept der ABU übernommen (2021), die ÜF300 entspricht der Umhüllenden aus ÜF300Bestand und ÜF100 nach Maßnahmen;2022-05-18T22:00:00Z10002024-11-17T23:00:00Z16.09984343,47.8746559 16.09984238,47.87465447 16.09979726,47.87461572 16.09978542,47.87459203 16.09976037,47.87459188 16.09975962,47.8745921 16.09974881,47.87458885 16.09973393,47.87461356 16.0997328,47.87461451 16.09976133,47.87464734 16.09976437,47.87464799 16.09976317,47.87465876 16.09977234,47.87466413 16.09979154,47.87466402 16.09983825,47.87465796 16.09984343,47.8746559114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.86041146,48.3535576 16.86037751,48.3535602 16.86038738,48.35356046 16.86041146,48.3535576118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.93783927,48.24173879 16.93792514,48.24172721 16.93785551,48.24173612 16.93783927,48.24173879114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.96037869,48.28739719 16.96039022,48.28743252 16.96038217,48.28740719 16.96037869,48.28739719118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.93546971,48.26580945 16.93542924,48.26580478 16.93543977,48.26580611 16.93546971,48.26580945130230Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Abflussuntersuchungen IV, Los D.4, Frauenbach Fkm 0.0 bis 16.0, Warme Fischa Fkm 27.5 bis 5.99Gültigkeit siehe Layer 'Hochwasser-Datenverfügbark2015Dr. Blasy - Dr. Overland, Beratende Ingenieure GmbH & Co. KGjajaneinHW300neinneinneinWA3 - Regionalstelle Industrieviertel2D-Berechnung, die Warme Fischa und der Frauenbach wurden instationär mit Versickerung berechnet; 2022 Datenaustausch auf Grundlage Projekt ABU2015; Projekt 9068 enthält die Überlappungsbereiche mit Projekt 1171 (Johannesbach); Projekt 9066 enthält die Überlappungsbereiche mit Projekt 1274 (Leitha WV4); Projekt 9067 enthält die Überlappungsbereiche mit Projekt 1273 (Leitha WV3);2022-08-29T22:00:00Z10002024-11-17T23:00:00Z16.31915379,47.85588512 16.31915875,47.85588192 16.31916122,47.85588245 16.31916355,47.85587863 16.31916322,47.85587785 16.31916011,47.85587499 16.31914846,47.85587074 16.31914436,47.85587093 16.31914267,47.85587348 16.31911968,47.85586716 16.31909176,47.855846 16.31909064,47.85584756 16.31908082,47.85584156 16.31907858,47.85584466 16.31905786,47.85583389 16.31903565,47.85582168 16.31903224,47.85582063 16.31903251,47.8558226 16.31902174,47.85581815 16.31902167,47.85581737 16.31900966,47.85581142 16.31891419,47.85576488 16.31887494,47.85574645 16.31887711,47.85574114 16.31885009,47.85572828 16.31877707,47.85569704 16.31874112,47.85568085 16.31870842,47.85566181 16.31867314,47.85564077 16.31867379,47.85563493 16.31864808,47.85561876 16.31861524,47.85560004 16.31859588,47.85558818 16.3186001,47.85558756 16.31858518,47.8555754 16.31858425,47.85556882 16.31858187,47.85556566 16.31858399,47.85556255 16.31856462,47.85554933 16.31853822,47.85553648 16.31853468,47.85553956 16.318531,47.85553876 16.31852187,47.85553971 16.3185199,47.85553261 16.31851398,47.85552724 16.3185167,47.85552488 16.31849889,47.85551284 16.31849426,47.85550692 16.31848768,47.85549557 16.31848116,47.85549004 16.31848687,47.85548645 16.31848152,47.85548162 16.31846599,47.85547042 16.31843201,47.85545044 16.31842704,47.85545427 16.31841281,47.85545101 16.31839359,47.85544455 16.31837479,47.85543053 16.31834877,47.85540992 16.31836085,47.85541158 16.31835914,47.85540901 16.31836197,47.85540473 16.31835938,47.85540186 16.31835258,47.85539236 16.31835124,47.85538868 16.31835363,47.85538639 16.3183564,47.85538493 16.31835339,47.85537973 16.31835497,47.85537614 16.31836211,47.8553658 16.31835234,47.85535197 16.31833143,47.85533168 16.31831442,47.85531992 16.31829068,47.85530723 16.31826628,47.8552998 16.31823643,47.85527421 16.31821738,47.85525221 16.31821095,47.85523355 16.31818866,47.85522517 16.31817338,47.85521046 16.31813384,47.8551854 16.31810354,47.85517111 16.31807669,47.85514842 16.31806907,47.85514291 16.31804011,47.85511636 16.31802869,47.85511085 16.31802709,47.85511156 16.31802249,47.85510573 16.31798333,47.85507279 16.31797763,47.85506597 16.31797399,47.85505998 16.31796931,47.85505402 16.31795055,47.85503654 16.31792032,47.85501666 16.31791039,47.8550065 16.31789552,47.85499392 16.31789201,47.85498895 16.31788005,47.85497724 16.31787734,47.8549735 16.31788283,47.85497055 16.31788169,47.85496875 16.31787943,47.85496656 16.31785134,47.85494555 16.31782308,47.8549296 16.31781751,47.85492761 16.31780822,47.85492611 16.3177858,47.85490859 16.31775538,47.85488323 16.31771791,47.85485046 16.31772058,47.8548493 16.31771746,47.85484046 16.31772274,47.85483693 16.31772435,47.85483731 16.31772996,47.85483427 16.31773455,47.85483315 16.31773276,47.85482412 16.31772496,47.85483011 16.31772354,47.85482985 16.31771796,47.85483294 16.31771576,47.85483243 16.31770839,47.85483531 16.31769514,47.85483139 16.31764408,47.85478861 16.31764701,47.85478633 16.31763274,47.85477438 16.31762414,47.85476629 16.3176264,47.85476515 16.31762289,47.8547586 16.31761112,47.85474983 16.31759835,47.85473763 16.31759368,47.85472922 16.31759984,47.85472587 16.31760481,47.85471967 16.31760094,47.85471789 16.31758795,47.85471596 16.31758198,47.85471946 16.31755997,47.85470511 16.3175432,47.85469559 16.31752441,47.85468812 16.31749705,47.85466705 16.31746635,47.85464119 16.31741951,47.85460049 16.31739327,47.85457851 16.31738299,47.85456578 16.31739537,47.85457198 16.31737287,47.85455316 16.3173455,47.85453184 16.31731879,47.85451013 16.31726393,47.85446421 16.31720689,47.85441571 16.31721254,47.85441386 16.31720318,47.85440395 16.31719965,47.85439952 16.31717719,47.85437976 16.31715693,47.8543613 16.31714574,47.85434755 16.31713702,47.85432475 16.31713417,47.8543193 16.31712861,47.85430065 16.31712186,47.85428884 16.3171045,47.85427983 16.3170885,47.85427338 16.31705999,47.85427572 16.31705424,47.85427946 16.31704986,47.85428038 16.31704984,47.85428443 16.3170364,47.8542745 16.31700683,47.8542499 16.31696776,47.85421585 16.31696813,47.85420983 16.31697726,47.85421506 16.31697122,47.85420241 16.31697255,47.85420247 16.31696939,47.85419818 16.31696665,47.85419753 16.31695361,47.8541912 16.31695147,47.85419349 16.31694464,47.85419114 16.31693113,47.85418504 16.31690785,47.85416526 16.31690217,47.85416825 16.31690017,47.8541667 16.31688086,47.85415001 16.31687952,47.85414245 16.31687779,47.8541393 16.31685876,47.85411828 16.31684803,47.8541115 16.31684636,47.85411303 16.31684059,47.85411278 16.31683352,47.85411048 16.31682341,47.8541024 16.31681033,47.85409113 16.31681337,47.85408938 16.31681187,47.85408421 16.31680997,47.85407442 16.31680918,47.85407365 16.31679365,47.8540647 16.31678129,47.85405449 16.31676652,47.85404137 16.31675559,47.85403315 16.31674801,47.85402887 16.31672801,47.85401285 16.3167189,47.85400304 16.31668233,47.8539678 16.31668169,47.85396739 16.31667317,47.85396716 16.31666869,47.85396456 16.31666421,47.85396676 16.31666204,47.85396734 16.3166181,47.85393128 16.31658484,47.8539029 16.31656819,47.85388056 16.31657455,47.85387744 16.31655762,47.85385839 16.31653867,47.85384077 16.31653256,47.85383673 16.31651843,47.85382612 16.31649468,47.8538106 16.31649101,47.85381357 16.31647493,47.85379733 16.31646092,47.85378644 16.31642624,47.85375345 16.31640687,47.85373995 16.31638638,47.85372511 16.31638031,47.85372355 16.31637732,47.85372496 16.31636477,47.8537192 16.31633621,47.85369576 16.3163211,47.85368273 16.31632325,47.85367852 16.31632278,47.85367547 16.31630619,47.85366161 16.31630061,47.85366096 16.31629799,47.85366344 16.31628585,47.85365359 16.31628008,47.85365744 16.31627832,47.85365622 16.31625223,47.85363502 16.31621359,47.85360214 16.31621725,47.85360087 16.31622056,47.85359923 16.31621912,47.85359505 16.31620488,47.85358038 16.31620151,47.85357545 16.31620564,47.853574 16.31620067,47.85356638 16.31619746,47.85356274 16.3161951,47.8535594 16.3161666,47.85353833 16.31615043,47.85352357 16.31614065,47.853516 16.31613772,47.85351643 16.31610917,47.85350752 16.31610823,47.85350796 16.31609329,47.8534847 16.31609395,47.85348434 16.31608416,47.85346856 16.31607556,47.85346731 16.31606598,47.85346819 16.31605143,47.85345298 16.31604276,47.8534449 16.31604048,47.85344585 16.31602852,47.85343826 16.31602052,47.85343147 16.31600251,47.85341714 16.31599108,47.85340926 16.31597635,47.85339622 16.3159716,47.85339714 16.31596613,47.85339495 16.3159325,47.8533651 16.3159292,47.8533618 16.31593003,47.85336128 16.31592042,47.85334551 16.31591308,47.85333749 16.31590562,47.85333047 16.31588466,47.85331502 16.31587339,47.85331311 16.31587188,47.85331379 16.31587119,47.85332214 16.31586383,47.85332481 16.31584236,47.85330915 16.31580875,47.85328091 16.31578493,47.85325921 16.31579027,47.8532548 16.31578957,47.85325318 16.31576832,47.85322663 16.31574121,47.85320465 16.31573584,47.85320907 16.31573359,47.85320773 16.31572644,47.85320121 16.31570857,47.85318332 16.31570011,47.85317638 16.31569809,47.85317752 16.3156723,47.85316525 16.31564611,47.85314151 16.31560483,47.85310222 16.3155958,47.85309286 16.31557193,47.85307154 16.31555629,47.85306364 16.31553795,47.85304844 16.31552639,47.85303761 16.3155102,47.85302558 16.31549812,47.85301369 16.3154949,47.85301548 16.31545036,47.85297831 16.31545104,47.85297792 16.31545898,47.85297622 16.31543744,47.85294917 16.31543662,47.85304674 16.31548504,47.85304934 16.31559368,47.8531338 16.31629262,47.85371829 16.31681517,47.85412238 16.31729821,47.85454813 16.31760524,47.85479462 16.31778831,47.85496882 16.3184025,47.85546071 16.31858967,47.85563585 16.31870592,47.85571091 16.31897177,47.85583395 16.31911749,47.8558794 16.31916231,47.85588828 16.31915379,47.85588512114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.91482446,48.31122286 16.91482007,48.31122334 16.91478586,48.31123144 16.91482446,48.31122286127430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)LEITHA - Abflussuntersuchung Zustand 2018, Leithawasserverband IVGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2020Werner Consult ZT GmbHjajaneinHW300neinneinneinWA3 - Regionalstelle Industrieviertel2d-Berechnung, instationär; Zustand 2018; die ÜF der RHBs Katzelsdorf und Lichtenwörth wurden 2021 ergänzt; Projekt 9054 enthält die Überlappungsbereiche mit Projekt 1201 (Pitten); Projekt 9066 enthält die Überlappungsbereiche mit Projekt 1302 (Warme Fischa); 2022-08-29T22:00:00Z10002024-11-17T23:00:00Z16.30758843,47.84848435 16.30761114,47.84847748 16.3076092,47.8484735 16.30762864,47.84843252 16.30762783,47.84843238 16.30762567,47.84843007 16.30763066,47.84842818 16.30763457,47.84842724 16.30770164,47.8483972 16.30771552,47.84839404 16.30777028,47.84838878 16.30779361,47.84838765 16.30779929,47.84838709 16.30781613,47.84839125 16.30790342,47.84834743 16.30790567,47.84833101 16.3078872,47.84825879 16.30783623,47.84820319 16.30773164,47.84836247 16.30767384,47.84835056 16.30763748,47.84829844 16.30778921,47.8482706 16.30763382,47.84829572 16.30755414,47.84827404 16.30749857,47.84831446 16.30748322,47.84824829 16.30750332,47.84820888 16.30747175,47.84819116 16.30738111,47.84809099 16.30737711,47.84808905 16.30740119,47.84811556 16.30741583,47.84814605 16.30743899,47.84820533 16.30744172,47.84820843 16.30744251,47.84821353 16.30744119,47.84821334 16.30744549,47.84823801 16.3074534,47.84827385 16.30745614,47.848299 16.3074641,47.84833922 16.30746564,47.84836393 16.30746686,47.84837148 16.30747698,47.84839796 16.30748497,47.84842989 16.3074767,47.84843011 16.30747601,47.84843128 16.30748509,47.84846608 16.3075011,47.84849265 16.30750225,47.84847794 16.30754712,47.84848739 16.3075479,47.84849642 16.30755896,47.84849368 16.30755817,47.84849223 16.30757949,47.84848621 16.30758843,47.84848435114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.97592388,48.19246118 16.97596636,48.19248576 16.97595857,48.19249197 16.97596533,48.19248936 16.97596716,48.19248537 16.97596657,48.19248254 16.97592599,48.19246107 16.97592388,48.19246118129430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hochwasserschutz Perschling Unterlauf, Dammsanierung und Herstellung der DurchgängigkeitGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2021Ingenieurbüro Dr. Lang ZT GmbHjajaneinHW300neinneinneinWA3 - Regionalstelle Mostviertel2d-Berechnung, instationär; Projekt 9060 enthält die Überlappungsbereiche mit Projekt 1184 (Donau); 2022-06-20T22:00:00Z10002024-11-17T23:00:00Z15.92722035,48.34200888 15.9271876,48.34202187 15.92713295,48.3420444 15.92714507,48.34204035 15.92719757,48.34201868 15.92722035,48.34200888130230Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Abflussuntersuchungen IV, Los D.4, Frauenbach Fkm 0.0 bis 16.0, Warme Fischa Fkm 27.5 bis 5.99Gültigkeit siehe Layer 'Hochwasser-Datenverfügbark2015Dr. Blasy - Dr. Overland, Beratende Ingenieure GmbH & Co. KGjajaneinHW300neinneinneinWA3 - Regionalstelle Industrieviertel2D-Berechnung, die Warme Fischa und der Frauenbach wurden instationär mit Versickerung berechnet; 2022 Datenaustausch auf Grundlage Projekt ABU2015; Projekt 9068 enthält die Überlappungsbereiche mit Projekt 1171 (Johannesbach); Projekt 9066 enthält die Überlappungsbereiche mit Projekt 1274 (Leitha WV4); Projekt 9067 enthält die Überlappungsbereiche mit Projekt 1273 (Leitha WV3);2022-08-29T22:00:00Z10002024-11-17T23:00:00Z16.32493323,47.85983858 16.32493133,47.85981495 16.32492734,47.85981536 16.32493472,47.85985902 16.32493323,47.85983858114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.95875581,48.25989508 16.95877495,48.25991442 16.95876883,48.25990796 16.95875581,48.25989508118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z15.40938246,48.33904283 15.40939673,48.33900918 15.40936545,48.33901391 15.40938246,48.33904283130230Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Abflussuntersuchungen IV, Los D.4, Frauenbach Fkm 0.0 bis 16.0, Warme Fischa Fkm 27.5 bis 5.99Gültigkeit siehe Layer 'Hochwasser-Datenverfügbark2015Dr. Blasy - Dr. Overland, Beratende Ingenieure GmbH & Co. KGjajaneinHW300neinneinneinWA3 - Regionalstelle Industrieviertel2D-Berechnung, die Warme Fischa und der Frauenbach wurden instationär mit Versickerung berechnet; 2022 Datenaustausch auf Grundlage Projekt ABU2015; Projekt 9068 enthält die Überlappungsbereiche mit Projekt 1171 (Johannesbach); Projekt 9066 enthält die Überlappungsbereiche mit Projekt 1274 (Leitha WV4); Projekt 9067 enthält die Überlappungsbereiche mit Projekt 1273 (Leitha WV3);2022-08-29T22:00:00Z10002024-11-17T23:00:00Z16.30617566,47.84448565 16.30627314,47.84442418 16.3062152,47.84437109 16.306068,47.84442578 16.30603434,47.84442465 16.30617566,47.84448565132130GefahrenzonenplanGefahrenzonenplanung Unrechttraisen, Gemeinden Hohenberg, St. Aegyd am Neuwalde und TürnitzGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2023HYDRO Ingenieure Umwelttechnik GmbHjajaneinHW300jajaneinWA3 - Regionalstelle Mostviertel2D-Berechnung, stationär; Überlappungsbereich mit Projekt 1247 (Traisen) in Projekt 9074 dargestellt; 2024-09-16T22:00:00Z10002024-11-17T23:00:00Z15.56756626,47.97339748 15.56758526,47.97336407 15.56761449,47.97337337 15.56763556,47.97332345 15.56765844,47.97330388 15.56779576,47.97333666 15.56787255,47.97333869 15.56793354,47.9733391 15.56799441,47.97334709 15.56803067,47.97333975 15.56809618,47.97334019 15.56815274,47.9733345 15.56820713,47.97332272 15.56825356,47.97332587 15.56823319,47.9733135 15.56822621,47.97331421 15.56820598,47.97331515 15.56818124,47.9733134 15.56815757,47.97331659 15.56807309,47.97332476 15.56807032,47.97332438 15.56806828,47.97332461 15.56794789,47.97332207 15.56786278,47.97331913 15.56776524,47.97331003 15.56772485,47.97330375 15.56765713,47.97329269 15.56762679,47.97332016 15.56762264,47.97333835 15.5675833,47.97335086 15.56757756,47.97335555 15.5675774,47.97335938 15.56756666,47.97336145 15.56755674,47.97336451 15.56753807,47.97336322 15.56752623,47.973363 15.56751715,47.97336228 15.56751405,47.97336241 15.56750091,47.97336093 15.56749183,47.97336047 15.56748836,47.9733586 15.56748269,47.97335623 15.56747742,47.97334568 15.56747165,47.97334007 15.567461,47.97332491 15.56746171,47.97333048 15.56746751,47.97334032 15.56746729,47.97334462 15.56746789,47.97335831 15.56747329,47.97337133 15.56747411,47.97337575 15.56747605,47.97337636 15.56747761,47.97337934 15.5674732,47.97337789 15.56745003,47.97339678 15.56744601,47.97340481 15.56743905,47.97341208 15.56744047,47.97341571 15.56743982,47.97342826 15.56745072,47.97340217 15.56745822,47.9733987 15.56747682,47.97339176 15.56748099,47.97339216 15.56749569,47.97339244 15.56755121,47.97339602 15.56756626,47.97339748118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.85823974,48.34060068 16.8583092,48.34059918 16.8582214,48.34060106 16.85823974,48.34060068114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.96117344,48.28978152 16.96118546,48.28981735 16.96117665,48.28979102 16.96117344,48.28978152127430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)LEITHA - Abflussuntersuchung Zustand 2018, Leithawasserverband IVGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2020Werner Consult ZT GmbHjajaneinHW300neinneinneinWA3 - Regionalstelle Industrieviertel2d-Berechnung, instationär; Zustand 2018; die ÜF der RHBs Katzelsdorf und Lichtenwörth wurden 2021 ergänzt; Projekt 9054 enthält die Überlappungsbereiche mit Projekt 1201 (Pitten); Projekt 9066 enthält die Überlappungsbereiche mit Projekt 1302 (Warme Fischa); 2022-08-29T22:00:00Z10002024-11-17T23:00:00Z16.30285402,47.83012266 16.30285724,47.83006593 16.30276909,47.83013194 16.3027785,47.83014043 16.30285402,47.83012266118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.85740948,48.35339817 16.85744609,48.35339961 16.8574213,48.35339849 16.85740948,48.35339817114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.90364353,48.28147141 16.90369435,48.28148376 16.90365769,48.28147426 16.90364353,48.28147141114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.89401322,48.30175176 16.89392739,48.3018115 16.89393034,48.30181231 16.89401322,48.30175176114630Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)ABU IV - Los D.1 (Seebach, Moosbach, Stössingbach, Michelbach, Perschling Oberlauf)Gültigkeit siehe Layer 'Hochwasser-Datenverfügbark2010DonauConsult Zottl & Erber Zt.-GmbHjajaneinHW300neinneinneinWA3 - Regionalstelle MostviertelBerechnung des Ist-Zustandes anhand detaillierter 2D-Berechnung; Überlappungsbereich mit Projekt 1246 in Projekt 9047 dargestellt; 2022: HWS Gedesag, Würmla in ÜF30 u. ÜF100 berücksichtigt; 2022-09-12T22:00:00Z10002024-11-17T23:00:00Z15.90801253,48.20470689 15.90778034,48.20467774 15.90775357,48.20467908 15.90775842,48.20468018 15.90785071,48.20469072 15.9078946,48.20469748 15.90790709,48.20469863 15.9079109,48.20469943 15.90796467,48.20470503 15.90801029,48.20471959 15.9080402,48.2047138 15.90801253,48.20470689118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.8728355,48.32692349 16.87283858,48.32691475 16.87284306,48.32689787 16.8728355,48.32692349118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.88236582,48.3195343 16.88239682,48.31952675 16.88236136,48.31953404 16.88228897,48.31952345 16.88236185,48.31953436 16.88236582,48.3195343118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.88663385,48.32327242 16.88678574,48.32324667 16.88664384,48.32326371 16.88659249,48.32324151 16.88662562,48.32327478 16.8866321,48.32327877 16.88669208,48.32328658 16.88663385,48.32327242114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.94292354,48.2147199 16.94291171,48.21472235 16.94288665,48.21472934 16.94292354,48.2147199114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.88899765,48.33838084 16.88894259,48.33839276 16.88899231,48.33838285 16.88899765,48.33838084118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.94275496,48.24114503 16.9427653,48.24112953 16.94276357,48.24113144 16.94275496,48.24114503114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.90520487,48.28183345 16.90527743,48.28184684 16.90522105,48.28183471 16.90520487,48.28183345118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.94328055,48.21699153 16.94328112,48.21698795 16.94327453,48.21699924 16.94328055,48.21699153114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.92481179,48.26761052 16.92477287,48.26766797 16.92476526,48.26767927 16.92481179,48.26761052118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.96957858,48.20969441 16.9695746,48.20965898 16.96956412,48.20966141 16.96956783,48.20968755 16.96957858,48.20969441118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z15.83720047,48.37504491 15.83725328,48.37499923 15.8371843,48.37500665 15.83707743,48.37503344 15.83699437,48.37504871 15.83691368,48.37505931 15.83687099,48.3750753 15.83685134,48.37508921 15.83691176,48.37509934 15.83710414,48.375064 15.83720047,48.37504491114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.91607379,48.2759007 16.91604193,48.27591698 16.91603351,48.27592539 16.91607379,48.2759007114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.86902809,48.33420493 16.86902004,48.33421572 16.86900273,48.33424206 16.86902809,48.33420493127430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)LEITHA - Abflussuntersuchung Zustand 2018, Leithawasserverband IVGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2020Werner Consult ZT GmbHjajaneinHW300neinneinneinWA3 - Regionalstelle Industrieviertel2d-Berechnung, instationär; Zustand 2018; die ÜF der RHBs Katzelsdorf und Lichtenwörth wurden 2021 ergänzt; Projekt 9054 enthält die Überlappungsbereiche mit Projekt 1201 (Pitten); Projekt 9066 enthält die Überlappungsbereiche mit Projekt 1302 (Warme Fischa); 2022-08-29T22:00:00Z10002024-11-17T23:00:00Z16.2306755,47.73700672 16.23066996,47.73700465 16.23099821,47.73713683 16.23116473,47.7371807 16.23109411,47.7371553 16.23107637,47.73714489 16.23107058,47.73714307 16.23103288,47.73713288 16.23101693,47.73712598 16.23099574,47.73711788 16.23097836,47.73711555 16.23093083,47.73709841 16.23089337,47.73708685 16.23086051,47.73707883 16.23084416,47.73707111 16.23081899,47.737057 16.23080266,47.7370518 16.23078484,47.73704848 16.23076729,47.73704258 16.23073747,47.7370314 16.23070223,47.73701677 16.2306755,47.73700672114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.97576939,48.19282229 16.97576821,48.1928363 16.97577088,48.19283302 16.97576939,48.19282229114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.97646568,48.1917817 16.9764636,48.19178364 16.97646533,48.19178225 16.97646568,48.1917817130230Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Abflussuntersuchungen IV, Los D.4, Frauenbach Fkm 0.0 bis 16.0, Warme Fischa Fkm 27.5 bis 5.99Gültigkeit siehe Layer 'Hochwasser-Datenverfügbark2015Dr. Blasy - Dr. Overland, Beratende Ingenieure GmbH & Co. KGjajaneinHW300neinneinneinWA3 - Regionalstelle Industrieviertel2D-Berechnung, die Warme Fischa und der Frauenbach wurden instationär mit Versickerung berechnet; 2022 Datenaustausch auf Grundlage Projekt ABU2015; Projekt 9068 enthält die Überlappungsbereiche mit Projekt 1171 (Johannesbach); Projekt 9066 enthält die Überlappungsbereiche mit Projekt 1274 (Leitha WV4); Projekt 9067 enthält die Überlappungsbereiche mit Projekt 1273 (Leitha WV3);2022-08-29T22:00:00Z10002024-11-17T23:00:00Z16.33197159,47.86550628 16.33189332,47.86546226 16.3318475,47.86543194 16.33183231,47.86542057 16.33171996,47.86534776 16.33170444,47.86533701 16.33162971,47.86528756 16.33157811,47.86526726 16.33156095,47.8652558 16.33155272,47.86525154 16.33154329,47.86524471 16.33148132,47.86521386 16.33145008,47.86520383 16.33143181,47.86519851 16.33134707,47.8651669 16.33134133,47.86516387 16.33133311,47.86516141 16.33124673,47.86514095 16.33123861,47.86514036 16.33123151,47.8651385 16.33115974,47.86512185 16.33115478,47.86512152 16.33106476,47.86512949 16.33089873,47.86511716 16.3306927,47.86509675 16.33054389,47.86509122 16.3305395,47.86509222 16.33047558,47.86509487 16.3304433,47.86509198 16.33034083,47.86508619 16.33023069,47.86508202 16.33011224,47.86507488 16.33009375,47.86507268 16.33000274,47.86506403 16.32988498,47.86504931 16.32977268,47.86502938 16.32974625,47.86502367 16.32964484,47.86500334 16.32952408,47.86497711 16.329507,47.86497322 16.32940367,47.86494825 16.32938435,47.86494387 16.32922755,47.86490167 16.32920367,47.86489377 16.329088,47.86485685 16.32894057,47.86480467 16.32881452,47.86475681 16.32877971,47.8647398 16.32874334,47.8647211 16.32868697,47.86469329 16.32863541,47.86466628 16.32854876,47.86462353 16.3284571,47.86459108 16.32839768,47.86458399 16.32838912,47.86458154 16.32833042,47.86455493 16.32837783,47.86458446 16.32839514,47.86459344 16.32842143,47.8646065 16.32843143,47.86461216 16.32845534,47.86462291 16.3284691,47.86462983 16.32848982,47.86463913 16.32850425,47.86464903 16.32870382,47.86473985 16.32873719,47.86475097 16.3287756,47.86476818 16.3288067,47.86477863 16.32881339,47.8647845 16.3288212,47.86478685 16.32885863,47.86479467 16.32888874,47.86480346 16.32890046,47.86480741 16.32892659,47.86481506 16.32894064,47.86482157 16.32894727,47.86482385 16.32898374,47.8648333 16.32901248,47.86483991 16.32900735,47.86484451 16.32902329,47.86484819 16.32906,47.86485882 16.32906485,47.86486148 16.32908192,47.86486808 16.32910632,47.86487495 16.32912068,47.86488026 16.32914163,47.86488882 16.32914534,47.86489092 16.32916789,47.86489945 16.3291873,47.86490406 16.32923334,47.8649129 16.32926271,47.86492112 16.32927499,47.86492629 16.32928999,47.86493136 16.32931835,47.86493777 16.32935018,47.86494711 16.32936055,47.86495053 16.32940634,47.86495841 16.32941471,47.86496124 16.32944072,47.864968 16.3294368,47.86497299 16.3294686,47.86498219 16.32948696,47.86498698 16.32950279,47.86499057 16.32955636,47.86500072 16.32957597,47.86500509 16.32962156,47.86501249 16.32966821,47.865018 16.32971407,47.86502444 16.32972281,47.86502653 16.32973824,47.8650312 16.32974125,47.86503484 16.32974026,47.86503648 16.32975447,47.8650393 16.32979995,47.86504544 16.32983849,47.86504883 16.32983608,47.86505298 16.32984402,47.86505513 16.3298504,47.86505485 16.32992647,47.86506068 16.32992444,47.86506452 16.32993537,47.86506774 16.32994262,47.8650669 16.32994476,47.86506178 16.32998482,47.86506333 16.33000703,47.86506696 16.33000474,47.86507223 16.33002754,47.86507593 16.33005756,47.8650782 16.33005609,47.86508172 16.33006537,47.86508543 16.33007542,47.86508632 16.3300843,47.86508522 16.33011912,47.86508639 16.33016691,47.86508291 16.33017838,47.86508322 16.33022358,47.86508538 16.33022981,47.86508886 16.33022925,47.86509099 16.33025881,47.86509429 16.33026186,47.86509391 16.33029239,47.8650956 16.33029922,47.8650969 16.33031713,47.86509737 16.3303535,47.86509914 16.33039579,47.86509655 16.33039752,47.86509697 16.33044308,47.86509964 16.33044541,47.86509927 16.33048999,47.86509833 16.33053608,47.86510218 16.33058275,47.86510036 16.33059561,47.86510158 16.33061867,47.86510484 16.33061855,47.86510616 16.33062863,47.86510634 16.33067477,47.86510938 16.33073142,47.86510971 16.3307878,47.86511212 16.33081448,47.86511515 16.33084437,47.86512119 16.33089849,47.86512137 16.33090363,47.8651218 16.33091047,47.86512818 16.33101206,47.86513231 16.33106764,47.86513655 16.33112326,47.86514153 16.33115309,47.86514781 16.3311551,47.86515436 16.33118293,47.86515917 16.33119768,47.86516272 16.33120257,47.86516421 16.33121553,47.86516613 16.33123968,47.8651725 16.33125431,47.86517412 16.33126483,47.86517782 16.33127809,47.86517999 16.33128318,47.86517587 16.33130893,47.86517932 16.33134815,47.86519735 16.33135612,47.86520148 16.33136635,47.86520524 16.3313677,47.86520414 16.3313863,47.86520646 16.33141303,47.86521728 16.33146316,47.8652388 16.33150052,47.86525341 16.33150683,47.86524819 16.33152135,47.86525406 16.33155869,47.86527252 16.33156892,47.86527813 16.33159435,47.86529944 16.33160806,47.8653099 16.33162509,47.8653199 16.33165238,47.86533738 16.33169016,47.86536052 16.33169738,47.86536431 16.33173595,47.86537954 16.33173739,47.86537825 16.33174982,47.86538468 16.33179364,47.86541261 16.3317992,47.86541674 16.33179994,47.86541607 16.33183298,47.86543373 16.33185915,47.86545006 16.33188349,47.86546655 16.33191965,47.86549296 16.33192826,47.86549836 16.33193873,47.86550352 16.33194242,47.86549981 16.3319739,47.86552013 16.33199159,47.8655269 16.33202359,47.86554278 16.33202855,47.86554486 16.33207539,47.86557033 16.33207975,47.8655722 16.33208387,47.86556814 16.33202145,47.86553451 16.33197159,47.86550628131130Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)ABU Enns km 3,300 - km 8,200Gültigkeit siehe Layer 'Hochwasser-Datenverfügbark2021Ingenieurbüro Dr. Lang ZT-GmbHjajaneinHW300neinneinneinWA3 - Regionalstelle Mostviertel2D-Berechnung; HQ30 stationäre Berechnung, HQ100 instationäre Berechnung mit 2-fachem Dammbruchszenario (1x Dammbruch bestehender Damm Kötting, 1 x Dammbruch bestehender Damm Ennsdorf), HQ300 stationäre Berechnung; Projekt 9069 enthält die Überlappungsbereiche mit Projekt 1184 (Donau); 2024-05-07T22:00:00Z10002024-11-17T23:00:00Z14.50661303,48.22821261 14.50663888,48.22822163 14.50669117,48.2282392 14.50667995,48.22823308 14.50664352,48.22821966 14.50661303,48.22821261114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.95772562,48.21042442 16.95772141,48.21042823 16.95772226,48.21045215 16.95772562,48.21042442114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.95986818,48.24040001 16.95985879,48.24040724 16.95985984,48.24040671 16.95986818,48.24040001114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.96117037,48.24433016 16.96115801,48.24438254 16.96115676,48.2443887 16.96117037,48.24433016114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.91576278,48.31045314 16.91566515,48.31048807 16.91567871,48.31049126 16.91576278,48.31045314118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z15.74468468,48.38183316 15.74459548,48.38178664 15.74448861,48.38182099 15.74444424,48.38189169 15.74449548,48.38195725 15.74459313,48.38198974 15.74468438,48.38195343 15.74472874,48.38189316 15.74468468,48.38183316118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.95922973,48.26263511 16.95923064,48.26263713 16.95926068,48.26265262 16.95922973,48.26263511114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.95765191,48.20742248 16.95765123,48.20745227 16.95765131,48.20745881 16.95765191,48.20742248127130Generelles ProjektGenerelles Projekt Kleine Tulln SieghartskirchenGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2019WERNER CONSULT Ziviltechnikergesellschaft m.b.H.jajaneinHW300janeinjaWA3 - Regionalstelle Mostviertel2d-Berechnung,stationär;Ausweisung für: Kleine Tulln, Elsbach, Riederbach, Koglgraben, Anzgraben;Urspung der ÜF:Oberflächenabfluss für Koglgraben, Anzgraben;die flussab gelegene Ausweisungsgrenze wurde in Abstimmung mit dem Projektanten festgelegt; Die in der ABU II NÖ Los B.5 (Kleine Tulln), 2006/2007 (ID_PROJ: 1122) und der ABU NÖ IV Los D2 (Elsbach, Riedbach), 2010 (ID_PROJ: 1166) im Projektgebiet ausgewiesenen ww Vorrangfl. bzw Vorbehaltsfl. werden unter der ID 1271 weiter geführt; Überlappungsbereich mit Projekt 1246 in Projekt 9058 dargestellt;2021-06-07T22:00:00Z10002024-11-17T23:00:00Z16.01318149,48.24803732 16.01317272,48.24803407 16.0131589,48.24804954 16.01318694,48.24804667 16.01318149,48.24803732118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.88461389,48.34247878 16.884587,48.34250386 16.88457741,48.34251467 16.88461389,48.34247878118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.87892743,48.34665525 16.87894862,48.34664034 16.87894157,48.34664526 16.87892743,48.34665525118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z15.52157122,48.3834045 15.52158456,48.38343535 15.52159891,48.38341668 15.52157122,48.3834045120730Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)ABU NÖ - JeßnitzGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2014Pöyry Energy GmbH, Pöyry Infra GmbHjajaneinHW300janeinjaWA3 - Regionalstelle Mostviertel2D-Berechnung, stationär; Istzustand; im Zuge des Projekts wurde auch eine generelle Hochwasserschutzplanung durchgeführt; Im Bereich HWS Neubruck (ID 1237) ist bei HQ100 die Hochwasserspiegelage der Gr. Erlauf maßgebend, der Rückstau in die Jeßnitz reicht bis etwa zur Töpperbrücke. Daher wurde die ÜF bei HQ100 (ID 1207) dort beschnitten; Projekt 9036 enthält die Überlappungsbereiche mit den Projekten ID1127 (Erlauf) bei HQ300 und ID1237 (Erlauf) bei HQ30;2015-03-18T23:00:00Z10002024-11-17T23:00:00Z15.1790019,47.98041416 15.17899949,47.98041617 15.17900099,47.98041503 15.1790019,47.98041416118830Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)ABU IV, Los D4, "Wr. Becken Bäche"Gültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012IB Dr. Blasy - Dr. Overland Beratende Ingenieure GmbH & Co. KGjajaneinHW300neinneinneinWA3 - Regionalstelle Industrieviertel2D-Berechnung stationär für Auebach, 2D-Berechnung instationär für Natschbach; 2015 wurden die ÜF für den Veitsauer Bach und der Frauenbach neu ausgewiesen und unter der Projekt ID 1212 digital übernommen; 2015-04-20T22:00:00Z10002024-11-17T23:00:00Z15.93119909,47.66973087 15.93119295,47.66973044 15.93116155,47.66980407 15.93120056,47.66973165 15.93119909,47.66973087123830Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)HWS Kamp UnterlaufGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2015Werner Consult ZT GesmbhjajaneinHW300neinneinneinWA3 - Regionalstelle Waldviertel2D-Berechung, instationär; Fertigstellung der HWS-Maßnahmen: 2015; Die Ausweisungen wurden nach Rückspache mit dem Planer von der Bahnlinie in der KG Hadersdrof flussab digital übernommen; In der KG Hadersdorf liegen Ausweisungen der roten Zone Flussbau aus dem Ausführungsprojekt Hochwasserschutz Kammern (ID 1266) vor; Überlappungsbereich mit Projekt 1184 in Projekt 9039 dargestellt (HW30, HW100 und HW300);2019-03-31T22:00:00Z10002024-11-17T23:00:00Z15.79665442,48.38350432 15.79666171,48.38350303 15.79672544,48.38350343 15.79673228,48.38350434 15.79674237,48.38350341 15.79679393,48.38348498 15.79653995,48.38348664 15.7964036,48.38348692 15.79627343,48.3834851 15.7960007,48.38348037 15.79582835,48.3834722 15.79569119,48.38346505 15.79555512,48.38345996 15.79542647,48.38345311 15.79541543,48.38345122 15.79528841,48.38344131 15.79522642,48.38343864 15.79515095,48.38343302 15.79504902,48.38342477 15.79517166,48.38344607 15.79518403,48.38344744 15.79519389,48.38344611 15.79523982,48.38344658 15.79530819,48.38346224 15.79547601,48.38346291 15.79549117,48.38346352 15.79553576,48.38346404 15.79554893,48.38346455 15.79558945,48.38346523 15.79560823,48.38346493 15.79564539,48.38346905 15.79569771,48.38347073 15.79572149,48.38346889 15.7957421,48.38347112 15.79583244,48.38348621 15.7959506,48.38348632 15.79596428,48.38348692 15.79606084,48.38348685 15.79607412,48.3834872 15.79608645,48.38348889 15.79618339,48.38348853 15.796196,48.38348672 15.7962117,48.38348925 15.79631119,48.38348866 15.79632042,48.3834881 15.79636628,48.38349868 15.7963771,48.38349969 15.79642215,48.38349027 15.79643887,48.38348781 15.79653017,48.38349771 15.79655103,48.38349871 15.79659452,48.38348902 15.79664567,48.38350505 15.79665442,48.38350432118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.88630128,48.34021093 16.88627047,48.34025556 16.88627288,48.34028719 16.88628599,48.34025405 16.88628769,48.34024743 16.88630084,48.34021347 16.88630128,48.34021093129430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hochwasserschutz Perschling Unterlauf, Dammsanierung und Herstellung der DurchgängigkeitGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2021Ingenieurbüro Dr. Lang ZT GmbHjajaneinHW300neinneinneinWA3 - Regionalstelle Mostviertel2d-Berechnung, instationär; Projekt 9060 enthält die Überlappungsbereiche mit Projekt 1184 (Donau); 2022-06-20T22:00:00Z10002024-11-17T23:00:00Z15.92502837,48.34276704 15.92541249,48.34264888 15.92535019,48.34265978 15.92531328,48.34266707 15.92528284,48.34267404 15.92525885,48.34268069 15.92522025,48.34269338 15.92517086,48.34270868 15.92514747,48.34271666 15.92511949,48.34272725 15.92510378,48.34273353 15.92504979,48.34275626 15.92503176,48.3427633 15.92501846,48.34276789 15.92502837,48.34276704118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z15.84487405,48.36939178 15.8448697,48.36938186 15.84489533,48.36948673 15.84491124,48.36951806 15.8449301,48.36953612 15.84493371,48.36954591 15.8449348,48.36955256 15.8449182,48.36957261 15.8449128,48.3695928 15.84492919,48.36965248 15.84492816,48.36972575 15.84496207,48.3697048 15.84496258,48.36968246 15.84497032,48.36956162 15.84496628,48.36954856 15.84497025,48.36953408 15.8448988,48.36945932 15.84489019,48.36944147 15.84487405,48.36939178906930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Überlappungsbereich der Überflutungsflächen der Enns (ID_PROJ1311) und der Donau (ID_PROJ1184)Gültigkeit siehe Layer 'Hochwasser-Datenverfügbark2021jajaneinHW300neinneinneinWA3 - Regionalstelle Mostviertel 2024-05-07T22:00:00Z10002024-11-17T23:00:00Z14.50643711,48.23033393 14.50648103,48.23034517 14.50655487,48.23034738 14.50662573,48.23038412 14.50668674,48.23039226 14.50676953,48.23043026 14.50678013,48.23046296 14.50689297,48.23047153 14.50697524,48.23051478 14.50696565,48.23060849 14.50706954,48.23054485 14.50710924,48.23056134 14.50716632,48.23059665 14.50721496,48.23060724 14.50716935,48.23069675 14.50723619,48.23070928 14.50729815,48.23074196 14.50734248,48.23076602 14.50734724,48.23072632 14.5074369,48.23069084 14.50752153,48.23073668 14.50750745,48.23079911 14.50750322,48.23083062 14.50756545,48.23086623 14.50756906,48.23080795 14.50763991,48.23077862 14.5077241,48.23082315 14.50771598,48.23091264 14.50781957,48.23085375 14.50785359,48.23086878 14.50791769,48.23090823 14.50795194,48.2309145 14.50793723,48.23097526 14.50801278,48.23093466 14.50805807,48.2309566 14.50811758,48.23099176 14.50816352,48.23100228 14.50814636,48.23107388 14.50813827,48.23110457 14.50819153,48.23114057 14.508256,48.23115861 14.50828218,48.23118093 14.50832413,48.23119506 14.50837886,48.231233 14.5084594,48.23126982 14.50850734,48.2312824 14.50855695,48.23131303 14.50865393,48.23136287 14.50875356,48.23141471 14.50882744,48.2313683 14.50886457,48.23135236 14.50895747,48.23139418 14.5090269,48.23142681 14.50907023,48.2314468 14.50911253,48.2314759 14.50915808,48.23150004 14.50921003,48.2315312 14.50929015,48.23157535 14.5093745,48.23161946 14.50942718,48.23164055 14.50946788,48.23167014 14.5095243,48.23169296 14.50957281,48.2317186 14.50962492,48.2317518 14.50965549,48.23177011 14.50970061,48.23179599 14.50974846,48.23182098 14.51189203,48.23033531 14.51189102,48.23033333 14.51186917,48.23030282 14.5118496,48.23027876 14.51185049,48.23027696 14.51185171,48.23027226 14.51185394,48.2302607 14.51184067,48.23023758 14.51183009,48.23021071 14.51181726,48.2301846 14.51180918,48.23016387 14.51180641,48.23015183 14.51180331,48.2301427 14.51179836,48.2301301 14.51178959,48.23010322 14.51178641,48.23008731 14.51178053,48.230069 14.51177333,48.23005799 14.51177543,48.23004678 14.51176872,48.23001995 14.51176524,48.23000061 14.51176573,48.2299805 14.51176267,48.22995818 14.51176124,48.22995285 14.51175644,48.2299427 14.51175118,48.22992339 14.51175068,48.22991242 14.51174636,48.22988579 14.51174156,48.22986467 14.51173444,48.22984035 14.51173442,48.22982058 14.51174005,48.2297973 14.51173598,48.22977896 14.51173061,48.22974413 14.5117304,48.22973906 14.51172451,48.2297088 14.51172247,48.22969462 14.51171722,48.22966617 14.51171751,48.22965292 14.51171372,48.22964658 14.51171334,48.22964004 14.51171125,48.22963336 14.51170969,48.22962297 14.51170739,48.22961314 14.51170663,48.22960446 14.5117011,48.22959005 14.51170407,48.22957403 14.51171171,48.22956902 14.51170937,48.22954508 14.51170588,48.22952868 14.51170299,48.22952228 14.5117018,48.22951044 14.51169983,48.22950166 14.51168799,48.22942984 14.5116874,48.22938703 14.51168475,48.2293701 14.51167715,48.22936334 14.51168336,48.22935737 14.51167451,48.2292861 14.51167255,48.22926449 14.51167161,48.22925923 14.51167159,48.22925389 14.51167044,48.22924118 14.51166761,48.22921917 14.51165966,48.22920625 14.51165874,48.22919821 14.51165663,48.22916448 14.51165355,48.22915829 14.5116543,48.2291438 14.51164711,48.22913377 14.51164748,48.22913182 14.51164726,48.22913063 14.51164941,48.22912464 14.51165757,48.22911279 14.51164939,48.22907054 14.5116423,48.22901666 14.51163972,48.22900038 14.51163879,48.22899726 14.5116387,48.22899396 14.51163234,48.22895382 14.51162517,48.22888196 14.51161813,48.22883707 14.51161299,48.22879216 14.51160894,48.22874724 14.51160584,48.22872504 14.511596,48.22870193 14.51159056,48.22867221 14.51159329,48.22866832 14.51159634,48.22865907 14.51159215,48.22857656 14.51158537,48.22855528 14.51158412,48.22851991 14.51158197,48.22850473 14.51157857,48.22847507 14.5115698,48.22845805 14.51157509,48.22844391 14.51156801,48.22837898 14.51156178,48.22834307 14.51156262,48.22832364 14.51155903,48.22830344 14.51155802,48.22830078 14.51155717,48.22828387 14.51155119,48.22826596 14.51155034,48.2282384 14.51154972,48.22823027 14.51154493,48.22821485 14.51154473,48.22821183 14.51154793,48.22820645 14.51154402,48.22815442 14.51153596,48.22812752 14.51152856,48.22807365 14.51152543,48.22803198 14.51151985,48.22801757 14.51151998,48.22801418 14.51151949,48.22801313 14.51151801,48.22801161 14.5115163,48.22800018 14.511515,48.22798769 14.51151844,48.22795921 14.51151206,48.22791195 14.51151065,48.227876 14.51149988,48.22779518 14.51149846,48.22776637 14.51148874,48.22775518 14.51148953,48.2277525 14.51149661,48.2277437 14.51148892,48.22769638 14.51148562,48.22764246 14.51147514,48.22756001 14.51146869,48.22755055 14.51146862,48.22754861 14.51146463,48.22752971 14.51146332,48.22751908 14.51146258,48.22751856 14.51146347,48.22751825 14.51146875,48.22750973 14.51145824,48.22744491 14.51145727,48.22740895 14.51145102,48.22737305 14.51145014,48.22735107 14.51144975,48.2273507 14.51144975,48.22734317 14.51144757,48.22732371 14.51144602,48.22731883 14.51144419,48.22730118 14.51144328,48.22728803 14.51144483,48.22728547 14.51144565,48.2272652 14.5114313,48.22718441 14.51142647,48.22712152 14.51141852,48.22708563 14.51141883,48.22704966 14.51140776,48.22699582 14.5114103,48.22697583 14.51140801,48.22695902 14.51140819,48.22695271 14.51140616,48.22694188 14.51139981,48.22687749 14.51139659,48.22686962 14.5113913,48.22684816 14.51138504,48.22683376 14.51139264,48.22681631 14.5113865,48.22678921 14.51138114,48.22676229 14.5113715,48.22669944 14.51136788,48.22667878 14.51135991,48.22666203 14.51136304,48.22665498 14.51135838,48.22663663 14.51135687,48.22662099 14.51134388,48.22661141 14.51134808,48.22659963 14.51135279,48.22659247 14.51135535,48.22656091 14.51135704,48.22652874 14.51134727,48.22646589 14.51134108,48.22641867 14.5113385,48.22641575 14.51133112,48.22640579 14.51132018,48.2263789 14.51132682,48.22636813 14.51133561,48.22635576 14.51133518,48.22634013 14.51132479,48.22630426 14.51131971,48.22627734 14.51131899,48.22626207 14.5113131,48.22623383 14.51130927,48.22622619 14.5113081,48.22621102 14.51131129,48.22620379 14.51130771,48.22618754 14.51130598,48.22616077 14.5113025,48.22614582 14.51130314,48.22614313 14.51130348,48.2261378 14.51130473,48.22613454 14.51130436,48.22609765 14.51130308,48.22609326 14.51129436,48.22607729 14.51129505,48.22606566 14.51129393,48.22606179 14.5112933,48.22599885 14.51129127,48.22599175 14.51128792,48.22598776 14.51127965,48.22596507 14.51128237,48.2259529 14.5112813,48.22593716 14.51127291,48.22592131 14.51126306,48.22591367 14.51127533,48.22589355 14.51126999,48.2258732 14.51126733,48.22584625 14.51126862,48.22581855 14.51126158,48.22580354 14.5112517,48.22578687 14.51124425,48.22577284 14.51123309,48.22576073 14.51122214,48.22575175 14.51121889,48.22574802 14.5111952,48.22572775 14.51118092,48.22571973 14.51116192,48.22570739 14.5111532,48.22570371 14.51112353,48.22569691 14.51111683,48.22569314 14.511076,48.2256832 14.51102199,48.22567559 14.51092774,48.22567361 14.51088747,48.2256779 14.51082027,48.22568168 14.51077987,48.22568034 14.51073955,48.22568302 14.51068578,48.22568551 14.510647,48.22567089 14.51054755,48.22552492 14.51049376,48.22552669 14.51041928,48.22553451 14.51039941,48.22552032 14.51036964,48.22552648 14.51036079,48.22554974 14.51034899,48.22557684 14.51033186,48.22563996 14.51032574,48.22567599 14.5103035,48.22569864 14.51026909,48.22570699 14.5100675,48.22571907 14.51000034,48.22572436 14.50991964,48.2257267 14.50988981,48.22573192 14.50987584,48.2257615 14.5098644,48.22578859 14.50988518,48.22583334 14.50990555,48.2258691 14.50995519,48.22590457 14.50999063,48.22594192 14.51000312,48.22596703 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14.50525018,48.23000993 14.50526517,48.23004982 14.50533678,48.23005416 14.50538569,48.23005358 14.50540102,48.23008794 14.50546542,48.23009572 14.50554024,48.23012575 14.50560794,48.23013969 14.50567437,48.23014642 14.50572799,48.2301307 14.5058279,48.23017046 14.50581216,48.23020793 14.50587188,48.23022588 14.50593877,48.23026621 14.50600766,48.2302696 14.50606951,48.23031311 14.506141,48.2303168 14.50620568,48.23035566 14.5062775,48.23036113 14.50634123,48.23039713 14.50640355,48.2304027 14.5064532,48.23043513 14.50648078,48.23044711 14.50655504,48.23048101 14.50661625,48.23049168 14.50667818,48.23052278 14.50670305,48.23053317 14.50676117,48.23053821 14.50682218,48.23055501 14.50691649,48.23052035 14.50687822,48.23048672 14.50678369,48.23049248 14.50675086,48.23048235 14.50674453,48.23044182 14.50662466,48.23043739 14.50654791,48.23040048 14.5065227,48.23038946 14.50648103,48.23034517 14.50641122,48.23035788 14.50638214,48.23034592 14.50641189,48.23029872 14.50643711,48.2303339314.50365703,48.22938946 14.50369328,48.22940004 14.503754,48.22941778 14.50370122,48.2295049 14.50357621,48.2294684 14.50362357,48.22939605 14.50365703,48.2293894614.49059875,48.22340077 14.49059952,48.22343493 14.49063883,48.22344534 14.49057268,48.22345257 14.4905608,48.22341594 14.49051571,48.22341959 14.49048822,48.22340188 14.49043903,48.22337266 14.49041455,48.22335766 14.49037234,48.2233275 14.49034617,48.22330098 14.4903109,48.22328919 14.4902944,48.22327327 14.49029077,48.22323666 14.49023107,48.22323082 14.49016104,48.22319544 14.49010168,48.22313911 14.4900944,48.22312154 14.49010728,48.22305463 14.49018933,48.22306464 14.4902634,48.22306106 14.49031092,48.22308429 14.49034107,48.22311143 14.49036552,48.22314847 14.49038438,48.22317517 14.49044952,48.22322006 14.49046382,48.22326221 14.49052122,48.22330946 14.49055046,48.22333581 14.49056953,48.22336428 14.49059875,48.2234007714.50433058,48.2298143 14.50432194,48.2298205 14.50426195,48.22981833 14.50419983,48.22982016 14.50413277,48.2297782 14.50405878,48.22977107 14.50399622,48.22973626 14.50392255,48.22973176 14.50386476,48.22973132 14.50384158,48.22970297 14.50378041,48.22968382 14.50371227,48.2296544 14.50364475,48.22963713 14.50359797,48.22964111 14.5035524,48.22961026 14.50352215,48.22959472 14.50346436,48.22959615 14.50342782,48.22958505 14.50337058,48.22954371 14.50342213,48.22952998 14.50346984,48.22954172 14.50347737,48.22954253 14.50351813,48.2295332 14.5035751,48.22953425 14.50362371,48.22956457 14.50365109,48.22957468 14.50371063,48.22957487 14.50377926,48.22960548 14.50383687,48.22961881 14.50385726,48.22961816 14.50371404,48.22957625 14.50368343,48.22953378 14.50370212,48.22950525 14.50375495,48.22941815 14.50386477,48.22937989 14.50393511,48.22940032 14.50396999,48.22944321 14.50403964,48.22946584 14.50403987,48.22946615 14.5041124,48.22945205 14.50428902,48.22950361 14.50428951,48.22950402 14.50435998,48.2295246 14.504403,48.22958707 14.5044978,48.2296147 14.50450843,48.22964307 14.50447188,48.22969892 14.50447136,48.22969923 14.50436829,48.22973582 14.50430202,48.22971647 14.50425982,48.22973576 14.50420748,48.22972048 14.50424658,48.22974206 14.50431311,48.22974728 14.50437598,48.22978176 14.50436162,48.22979205 14.50439877,48.22980162 14.50440872,48.22980567 14.50442263,48.22980924 14.50443009,48.22980916 14.50444669,48.22981351 14.50445379,48.22982062 14.50445468,48.22982593 14.50445312,48.22982957 14.50443692,48.22983219 14.50443558,48.22983451 14.50442947,48.22983715 14.50440407,48.22983318 14.50440078,48.22983306 14.50439773,48.22983242 14.50439604,48.22983059 14.50435353,48.22981852 14.50433058,48.2298143114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.91574874,48.31243432 16.91572935,48.31244878 16.91574457,48.31243749 16.91574874,48.31243432124630GefahrenzonenplanGefahrenzonenplan Laabenbach/Große Tulln, Revision 2016Gültigkeit siehe Layer 'Hochwasser-Datenverfügbark2017DonauConsultjajaneinHW300jajajaWA3 - Regionalstelle Mostviertel2D-Berechnung, stationär; Szenario: HW30 Reinwasser, HW100 u. HW300 Gefahrenszenario; rot-gelber und blauer FB vorhanden; Überlappungsbereiche (HW30, HW100 und HW300) mit Projekt 1122 in Projekt 9046, mit Projekt 1146 in Projekt 9047, mit Projekt 1257 in Projekt 9049, mit Projekt 1271 in Projekt 9058 und mit Projekt 1208 (hier auch Rote Zone) in Projekt 9048 dargestellt; 2022: HWS KG Inprugg in ÜF100, ÜF300 berücksichtigt;2022-09-12T22:00:00Z10002024-11-17T23:00:00Z16.01155653,48.27473491 16.01155405,48.27472786 16.01155505,48.27473336 16.01155933,48.27474599 16.01155653,48.27473491118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z15.84201336,48.36954786 15.84197181,48.36954395 15.84193153,48.36954687 15.84191499,48.36955435 15.84191025,48.36957842 15.84191792,48.36959501 15.84194761,48.3696128 15.84200114,48.36963283 15.84205237,48.36963482 15.84207908,48.36962932 15.84207096,48.36957673 15.84205647,48.36955946 15.84201336,48.36954786114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.88026293,48.30927973 16.88018273,48.30928288 16.88019576,48.30928545 16.88026293,48.30927973114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.96187485,48.29358571 16.96187432,48.29358847 16.96187665,48.29359099 16.96187485,48.29358571118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.95901704,48.26174826 16.95901008,48.26170803 16.95901074,48.26172059 16.95901704,48.26174826118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.96244074,48.18963011 16.96239821,48.18961066 16.96235513,48.18961698 16.9623295,48.18960198 16.96232033,48.18959487 16.9623173,48.18955866 16.96225846,48.18952879 16.96225363,48.18952604 16.96216899,48.18948274 16.96209046,48.18943682 16.96204807,48.18941094 16.96202551,48.18939888 16.96198679,48.18937671 16.9619661,48.18936604 16.96193382,48.18934828 16.96190533,48.18933334 16.96187132,48.18931242 16.96184154,48.18929599 16.96181993,48.18928091 16.96180733,48.18927325 16.96180589,48.18927112 16.9617991,48.18926722 16.96176162,48.18924378 16.961746,48.18923219 16.96172639,48.18920499 16.96169317,48.18916873 16.96167491,48.18915806 16.96163326,48.18912913 16.96161451,48.1891183 16.96156945,48.18909428 16.96152762,48.18907282 16.96148869,48.18905157 16.96144084,48.18902735 16.96141358,48.18901074 16.96135443,48.18898089 16.96134387,48.18897493 16.96131383,48.1889601 16.96128599,48.18896546 16.96126726,48.188968 16.96121177,48.18893973 16.961199,48.1889328 16.96112729,48.18889574 16.96104394,48.18885027 16.96101319,48.18883197 16.96096307,48.18880278 16.96094146,48.18878839 16.9609074,48.18876744 16.96088544,48.18875285 16.96077809,48.1886785 16.96073511,48.18864945 16.9607003,48.18862754 16.96061743,48.18857982 16.96053411,48.18853313 16.96040651,48.18846258 16.96038647,48.18845187 16.96034304,48.1884279 16.96030189,48.18840606 16.96025991,48.18838293 16.96023878,48.18837179 16.96007442,48.18827838 16.95996887,48.18821977 16.95992953,48.18819875 16.95988506,48.18817404 16.95984621,48.18815333 16.95982443,48.18814114 16.9596328,48.18803776 16.95959752,48.18801718 16.95954864,48.18799048 16.95951743,48.18797135 16.95943757,48.18792702 16.95941031,48.18791036 16.95934702,48.18787766 16.95932641,48.1878651 16.95929401,48.18784843 16.95927452,48.18783754 16.95924156,48.18782057 16.95920854,48.18780209 16.95919195,48.18779366 16.9591585,48.18777485 16.95907518,48.18772924 16.95898996,48.18768482 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16.94387058,48.17937505 16.94399234,48.17943814 16.94405228,48.17946997 16.94417547,48.17954127 16.94424711,48.17957686 16.94441188,48.1796689 16.94447958,48.17970808 16.94472857,48.17984411 16.9447639,48.17986191 16.94481791,48.17989337 16.94503444,48.18001064 16.9451165,48.1800579 16.94516975,48.18008323 16.94521692,48.18011132 16.94525095,48.18012702 16.94529421,48.18015239 16.94534727,48.18018258 16.94541338,48.18021834 16.94546747,48.18024444 16.94554873,48.18029305 16.94561632,48.1803234 16.94567845,48.18036069 16.94571101,48.1803785 16.94575239,48.18038184 16.94579196,48.18039478 16.94584611,48.18042566 16.94587777,48.18044318 16.94590372,48.18046741 16.94595448,48.18049358 16.94597914,48.18050504 16.94600924,48.18052081 16.94610338,48.18057742 16.94617103,48.18061265 16.9462044,48.1806277 16.94625226,48.18065952 16.94637569,48.18072771 16.94642824,48.18075841 16.94648017,48.18078811 16.9465187,48.18080589 16.94667185,48.18089145 16.94684781,48.1809892 16.94698521,48.18106422 16.94706457,48.18112569 16.94714982,48.18118925 16.94720018,48.18122239 16.94734906,48.18130412 16.94745734,48.18136434 16.94759269,48.18143869 16.94766939,48.18148327 16.94773813,48.18151887 16.94784985,48.18158011 16.94793109,48.18162711 16.9479852,48.18165497 16.9480247,48.18167923 16.94810735,48.18172291 16.9481747,48.18175966 16.94822887,48.18179203 16.94837499,48.18187016 16.94841461,48.18189299 16.948449,48.18191079 16.94847716,48.18192863 16.94851313,48.18194642 16.94861237,48.18199985 16.94863953,48.1820177 16.94867518,48.18203549 16.94870512,48.18205332 16.94878379,48.18209639 16.94893272,48.18218182 16.94902673,48.18223147 16.94906807,48.1822561 16.94925756,48.18236004 16.94931139,48.18239183 16.94941156,48.18244526 16.94963199,48.18256999 16.94974487,48.18263066 16.94978548,48.18265344 16.94982576,48.18267687 16.94988021,48.18270381 16.94996142,48.18274891 16.94999673,48.18276589 16.95002575,48.18278372 16.95013738,48.18284543 16.9502341,48.18289952 16.95028423,48.18292623 16.95031483,48.18294406 16.95036747,48.18297061 16.95044975,48.18301528 16.9504784,48.18303312 16.95057052,48.18308366 16.95080065,48.18321254 16.9508413,48.1832377 16.95088953,48.18326474 16.95093601,48.18328667 16.95099016,48.18331693 16.95108488,48.18336652 16.95115255,48.18340289 16.95120671,48.18343455 16.95130145,48.18348597 16.95145035,48.18356791 16.95158574,48.1836452 16.95164077,48.18367441 16.95168049,48.18369734 16.95178875,48.1837544 16.95189657,48.18377467 16.95196417,48.18380516 16.9519875,48.18381992 16.95204945,48.18385209 16.95212729,48.18391574 16.95212781,48.1839416 16.95215663,48.18395654 16.95224904,48.18401276 16.95239797,48.18409764 16.95245211,48.18412645 16.9525063,48.18415991 16.95256395,48.18424717 16.96212489,48.18954885 16.96257647,48.18981619 16.96289356,48.19008426 16.96316583,48.19035257 16.96353105,48.19089017 16.96367213,48.191429 16.96367543,48.19169878 16.96361038,48.191879 16.96358005,48.19214896 16.96354862,48.192329 16.96341852,48.19268944 16.96315392,48.19305061 16.96236228,48.19431398 16.96216492,48.19467479 16.96183524,48.19521618 16.96148313,48.19575769 16.96130927,48.1962083 16.96097847,48.19665976 16.96102914,48.19665949 16.96103231,48.19665511 16.96105337,48.19661997 16.96107402,48.19658762 16.96109511,48.19655618 16.9611176,48.19651966 16.96113459,48.19649375 16.96116175,48.19645071 16.96117201,48.19643326 16.96120821,48.19637642 16.96121793,48.19636181 16.96127752,48.19634159 16.96130924,48.19633429 16.96136856,48.19622851 16.96137908,48.19620886 16.96140847,48.19616284 16.96142264,48.19613642 16.96144771,48.19609664 16.9614568,48.19606328 16.96146364,48.19602695 16.9614711,48.19599037 16.96147219,48.19595471 16.96146849,48.19593323 16.96147675,48.19591038 16.96149718,48.1958848 16.96151639,48.19585131 16.96153414,48.1958168 16.96159229,48.19571683 16.96161281,48.19568241 16.96165292,48.19561539 16.96177657,48.19541513 16.96185849,48.19528151 16.96195907,48.19511489 16.96203877,48.19498176 16.96209931,48.1948791 16.96211734,48.19484963 16.96213852,48.19481335 16.96215543,48.19478224 16.96219919,48.19470731 16.96226153,48.19460478 16.96226965,48.1945875 16.96229066,48.19455305 16.96230117,48.194539 16.96232287,48.19450347 16.96234068,48.19447091 16.9623612,48.19443703 16.96238282,48.19440343 16.96240319,48.19436927 16.96243553,48.19433505 16.96245962,48.19429469 16.96247433,48.19426736 16.96249732,48.19422886 16.96251302,48.1941999 16.96253577,48.19416179 16.96255169,48.19413243 16.96257422,48.19409457 16.96259023,48.19406499 16.96277166,48.19375877 16.96278837,48.19372952 16.96281115,48.19369144 16.96282775,48.19366238 16.96290763,48.19352875 16.96293214,48.19348928 16.96294833,48.19346212 16.96301445,48.19335571 16.96303172,48.19332855 16.96304406,48.19330437 16.9630732,48.19326174 16.96317745,48.19309159 16.96319756,48.1930607 16.9632179,48.19302741 16.96324027,48.19299351 16.96325834,48.192964 16.9632838,48.19292623 16.96329877,48.19290193 16.96332692,48.19285941 16.9633402,48.19283788 16.9633696,48.19279288 16.96338226,48.19277239 16.96340853,48.19272575 16.96342155,48.19270467 16.96348477,48.19259117 16.96353266,48.19249802 16.96355336,48.19245501 16.96356484,48.19242738 16.96358406,48.19238619 16.96359574,48.19235637 16.96360872,48.19231635 16.9636219,48.19228281 16.96363386,48.1922465 16.96365608,48.192176 16.96366712,48.19213815 16.9636773,48.19210531 16.96368689,48.1920705 16.96369739,48.19203443 16.96370405,48.19199903 16.96370927,48.19196275 16.9637154,48.1919273 16.96372023,48.19189098 16.96372636,48.19185551 16.96373122,48.19181921 16.96373873,48.19174751 16.96374479,48.19167586 16.96374522,48.19163199 16.963747,48.19160456 16.96374595,48.19155555 16.96373481,48.19139864 16.96373183,48.19137348 16.96376319,48.19136376 16.96376654,48.19136206 16.96376072,48.19130489 16.96375807,48.19129353 16.96375321,48.19123992 16.96374836,48.19121901 16.96374197,48.19117384 16.96373385,48.19114584 16.96372593,48.19110743 16.96371191,48.19107401 16.96370221,48.19104036 16.96368734,48.19100487 16.9636649,48.19097535 16.96364262,48.19094332 16.96361851,48.19093591 16.96360482,48.19093073 16.96359787,48.19091074 16.96359421,48.19090566 16.96358495,48.19088184 16.96357747,48.19086838 16.96357263,48.1908582 16.96354874,48.19080279 16.96352997,48.19076333 16.96351546,48.19073498 16.96349582,48.19069511 16.96345503,48.19062855 16.96343928,48.19060135 16.9634152,48.19056235 16.96340046,48.19053445 16.96337429,48.19049808 16.96335558,48.19046945 16.96333074,48.19043288 16.96326321,48.19034203 16.96323314,48.19030575 16.9632125,48.19028011 16.96318252,48.19024439 16.96316126,48.19021841 16.96313048,48.19018256 16.96310834,48.19015764 16.96307547,48.19012168 16.96305217,48.19009841 16.96301194,48.19006546 16.9629865,48.19004278 16.96292113,48.18998672 16.96288564,48.18995439 16.9628579,48.18993022 16.96279104,48.18987592 16.96275269,48.18984551 16.96272031,48.18982208 16.96268147,48.18979493 16.96263981,48.18976501 16.96254034,48.18969766 16.96249351,48.18966477 16.96244074,48.18963011118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.96660359,48.28522565 16.96653413,48.28520932 16.96659197,48.28522307 16.96660359,48.28522565113330Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Abflussuntersuchung Piesting und Große FischaGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2008Brandt Gerdes Sitzmann Wasserwirtschaft GmbHjajaneinHW300neinneinjaWA3 - Regionalstelle Industrieviertel2D-Berechnung; Gutenstein bis A2stationär u. instationär, A2bis Gramatneusiedl instat, Gramatneusiedl bis Fischamend stat u.instat; Annahme Versickerung zw.A2u Ebreichsdorf;an Zubringerprojekten jeweils die größeren Ausuferungen digital übern.; Projekt 9006 enthält die Überlappungsbereiche mit Proj 1184 (Donau); ÜF berücksichtigen den DonauHWS der Stadtgemeinde Fischamend (2010 übern.); 2022: Aktualisierung ÜF HQ100 bei Gramatneusiedl aufgrund Geländeanpassung Feldgasse (2014); Im Bereich St.Margarethen/Moos wurde 2015 der HWS am Fischagraben fertig gestellt und die ÜF30undÜF100 aus Maßnahmenkonzept der ABU übernommen (2021), die ÜF300 entspricht der Umhüllenden aus ÜF300Bestand und ÜF100 nach Maßnahmen;2022-05-18T22:00:00Z10002024-11-17T23:00:00Z16.52409873,48.03090062 16.52410106,48.03090649 16.52410657,48.03090849 16.52409873,48.03090062118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.91649088,48.30889434 16.91649417,48.3089149 16.91649174,48.30889909 16.91649088,48.30889434114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.8854991,48.28912784 16.88550317,48.28918788 16.88550427,48.28919977 16.8854991,48.28912784116830Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Abflussuntersuchung Untere Traisen - Altmannsdorfer Wehr bis Mündung in die Donau, Abflussuntersuchung Traisen - Wilhelmsburg Nord - St. Pölten SüdGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009/2010/2017DonauConsult Ingenieurbüro GmbHjajaneinHW300neinneinneinWA3 - Regionalstelle Mostviertel2D-Berechnung, stationär; Gesamtaktualisierung 2017; HQ30 und HQ100:im Mündungsbereich zur Donau, für welche auch Überflutungsflächen bei HQ30 und HQ100 berechnet wurden, wurde jeweils die Fläche mit den größeren Ausuferungen ausgewiesen; HQ300: im Mündungsbereich Überlagerung mit Donau (bordvoll), die HQ300 Überflutungsfläche wurde nur soweit übernommen, solange sie größer als jene bei HQ100 (der Traisen bzw. der Donau) ist; Projekt 9010 enthält den Überlappungsbereich mit Projekt 1184 (Donau); 2022: Instandhaltungsmaßnahmen rechtes Werksbachufer in ÜF30 u. ÜF100 berücksichtigt und die ÜF100 mit der vorhandenen ÜF300 überlagert;2022-09-12T22:00:00Z10002024-11-17T23:00:00Z15.84380175,48.36896173 15.84382855,48.36895284 15.84382056,48.36895353 15.84374919,48.36896433 15.84366223,48.36898155 15.84370144,48.36897474 15.84373559,48.368971 15.84380175,48.36896173118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.88638149,48.32301211 16.88627975,48.32298198 16.88628015,48.32297634 16.88627463,48.32298392 16.88628175,48.32298941 16.88638149,48.32301211114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.883338,48.31938683 16.88333007,48.31938691 16.88325371,48.31939536 16.883338,48.31938683114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.94112362,48.21914856 16.94111906,48.21915393 16.94118346,48.21923576 16.94112362,48.21914856118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.96918515,48.21055546 16.9691953,48.21056309 16.96925144,48.2106 16.96926135,48.21060499 16.96918515,48.21055546118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.96129029,48.24417425 16.96130417,48.24412053 16.96129201,48.24416736 16.96129029,48.24417425118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.88551585,48.2893558 16.88551492,48.28934373 16.88551696,48.28937207 16.88551585,48.2893558119730Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)ABU V, Los E.2 NadelbachGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2014DonauConsult Ingenieurbüro GmbHjajaneinHW300neinneinneinWA3 - Regionalstelle Mostviertel2D-instationäre Berechnung mit TUFLOW; verwendetes Geländemodell: DTM 1x1m aus ALS, 2008; terrestrische Vermessung 2012; 2016-10-17T22:00:00Z10002024-11-17T23:00:00Z15.58463489,48.18132892 15.58463502,48.18131993 15.58462144,48.18132883 15.58462131,48.18133782 15.58463463,48.1813469 15.58463489,48.18132892118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.95727983,48.25613145 16.95739086,48.25605348 16.95737492,48.25605971 16.95727983,48.25613145119730Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)ABU V, Los E.2 NadelbachGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2014DonauConsult Ingenieurbüro GmbHjajaneinHW300neinneinneinWA3 - Regionalstelle Mostviertel2D-instationäre Berechnung mit TUFLOW; verwendetes Geländemodell: DTM 1x1m aus ALS, 2008; terrestrische Vermessung 2012; 2016-10-17T22:00:00Z10002024-11-17T23:00:00Z15.58663013,48.18375215 15.58661682,48.18374307 15.58660337,48.18374298 15.58660324,48.18375197 15.58658966,48.18376088 15.58657621,48.18376079 15.58658953,48.18376987 15.5865894,48.18377886 15.58663013,48.18375215114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.87669294,48.34823572 16.87665039,48.3482714 16.87668596,48.34824659 16.87669294,48.34823572105730Grundsatzkonzept, GBKGewässerbetreuungskonzept Traisen GölsenGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2006Dr. W. Summer ZTjajaneinHW300neinneinneinWA3 - Regionalstelle Mostviertel1D-Berechnung für Traisen flussauf Lilienfeld, Zubringer Traisen und Gölsen; 2D-Berechnung für Traisen flussab Lilienfeld, Gölsen; Laserscan und Vermessung Stand 2003; in den digital übernommenen Überflutungsflächen sind keine Inseln ausgewiesen; Überlappungsbereich mit Projekt 1228 in Projekt 9035 dargestellt (Mündungsbereich Kerschbach, nur HW300); Überlappungsbereich mit Projekt 1247 in Projekt 9042 (Steubach), mit Projekt 1247 in Projekt 9043 (Gölsen, nur HW100, HW300), mit Projekt 1247 in Projekt 9044 (Zögersbach) dargestellt;2024-09-16T22:00:00Z10002024-11-17T23:00:00Z15.65319769,48.06167408 15.6530961,48.06165762 15.65301097,48.0616624 15.65288029,48.06164647 15.65278237,48.06162994 15.65276632,48.06161407 15.6527292,48.06159217 15.65270723,48.06157965 15.65269895,48.06154363 15.65267286,48.061514 15.65265022,48.06147751 15.6525657,48.0614023 15.65253734,48.06137179 15.65250448,48.06133565 15.65246461,48.06130982 15.65240529,48.06126725 15.65236212,48.06123328 15.65231812,48.06122825 15.65229159,48.06120556 15.65223921,48.06114486 15.65219893,48.06111095 15.65218098,48.06108515 15.65208356,48.06103633 15.65203408,48.06099107 15.6518807,48.06081199 15.65161781,48.06061411 15.65144078,48.06041936 15.65137966,48.06031691 15.65132457,48.06005484 15.65141725,48.05983814 15.65146592,48.05973753 15.65153348,48.05969463 15.65157692,48.05966821 15.65163596,48.05963068 15.65164523,48.05957488 15.65165705,48.05953188 15.65167618,48.05950992 15.65166847,48.05948568 15.65165767,48.05943487 15.65164519,48.05938791 15.65162883,48.05934067 15.65162719,48.05930686 15.6516168,48.05928881 15.65158743,48.05925267 15.65156644,48.05923262 15.65154007,48.05919781 15.6515357,48.05917142 15.65143504,48.05914278 15.65138449,48.05913151 15.65130491,48.05910147 15.6512629,48.05906895 15.65121586,48.05903461 15.651166,48.0589976 15.65112159,48.05894807 15.65107903,48.05890788 15.65105781,48.05887178 15.65101948,48.0588341 15.65095372,48.05875425 15.65092408,48.0587091 15.65091525,48.05866499 15.65092213,48.05861916 15.65093943,48.05854731 15.65098208,48.05850005 15.65103026,48.05843993 15.65106992,48.0583952 15.65108948,48.05829639 15.65110594,48.05826051 15.65112585,48.0582352 15.65115071,48.05819783 15.65120972,48.05812003 15.65121493,48.05807666 15.65123337,48.0580464 15.65126428,48.05798266 15.65128038,48.05792879 15.65129892,48.05785423 15.65131695,48.05781352 15.65132186,48.05776099 15.65129552,48.05768606 15.65123824,48.05763176 15.65121229,48.05761249 15.6511777,48.05757744 15.65115083,48.05755929 15.65109295,48.05750731 15.65104967,48.05746219 15.65100281,48.05743066 15.65095382,48.05740094 15.65086154,48.05733273 15.6508007,48.05728998 15.65072891,48.05724556 15.65068103,48.05720928 15.65063419,48.05717848 15.65059332,48.05715493 15.65056128,48.05713557 15.65051967,48.05710585 15.65048178,48.05706087 15.65044866,48.05702899 15.65041776,48.05699732 15.65037589,48.05695301 15.65033624,48.05690819 15.6502207,48.05676015 15.65014814,48.05663597 15.6501074,48.05655479 15.65007427,48.05650962 15.65005447,48.05645144 15.65003141,48.05640345 15.65000308,48.05630622 15.64999756,48.05629203 15.64998541,48.05621375 15.64997799,48.05617629 15.64997018,48.05610429 15.64996825,48.05600535 15.64997167,48.05587947 15.649974,48.05580753 15.64998175,48.05569066 15.64998625,48.05557005 15.64999332,48.05550187 15.65001273,48.05539756 15.65003044,48.05529524 15.65007707,48.05525021 15.65010434,48.05517786 15.65012396,48.0551105 15.65010442,48.05508883 15.65010569,48.05507615 15.65014325,48.05506208 15.65010459,48.05495393 15.65007733,48.05494256 15.65005397,48.05493025 15.6500506,48.05490864 15.65007822,48.05489981 15.65008992,48.054903 15.65011027,48.0549 15.65013006,48.05485515 15.65012541,48.0547994 15.65012806,48.054762 15.65010173,48.05471109 15.6501117,48.05467517 15.65012746,48.05464102 15.65011829,48.05459427 15.65010281,48.05455821 15.65009637,48.05449762 15.65008182,48.05444116 15.65007451,48.05439392 15.65005929,48.0543421 15.65005463,48.05428811 15.64998346,48.05417897 15.64992181,48.05413443 15.64988225,48.05410162 15.649861,48.05407804 15.64979739,48.05404902 15.64972431,48.05403013 15.64965438,48.05401319 15.64953854,48.05399724 15.64947624,48.05398928 15.64940937,48.05397404 15.64931967,48.05394197 15.64923017,48.05391445 15.64915291,48.05385793 15.64912936,48.05384715 15.64906292,48.05380005 15.64900992,48.05375022 15.64897014,48.05371544 15.64890148,48.05368895 15.64882693,48.05362217 15.64868565,48.0534885 15.64862275,48.05339819 15.64854901,48.0532882 15.64851321,48.05319968 15.64847128,48.05311849 15.64843955,48.05298992 15.6484243,48.05287538 15.64843092,48.05282146 15.64844596,48.05275836 15.64845193,48.05271033 15.64846083,48.05267631 15.64847757,48.0526059 15.64849435,48.05252506 15.64851731,48.05245334 15.64853501,48.05240171 15.64855249,48.05234105 15.64857118,48.05229307 15.64860453,48.05221994 15.64864133,48.05221658 15.6486733,48.05222581 15.64870379,48.0522503 15.64869603,48.05221149 15.64873168,48.05220019 15.64873939,48.05218228 15.64866874,48.05217265 15.64862595,48.05215894 15.64861126,48.05214187 15.64861745,48.05212222 15.64863377,48.05210614 15.64864145,48.05208113 15.64865541,48.05207409 15.64862722,48.05203182 15.64862062,48.05200449 15.64859561,48.05196189 15.6485381,48.05190269 15.64850626,48.05189428 15.64848498,48.0518564 15.64844589,48.0518444 15.64840635,48.05180039 15.64834295,48.05171432 15.64833678,48.05170175 15.64832068,48.05169564 15.64824605,48.05165293 15.64821609,48.05160753 15.6481793,48.05157646 15.64810084,48.05148212 15.64771651,48.05162429 15.64776121,48.05167862 15.64781935,48.05174158 15.64795968,48.0517853 15.64798285,48.05180346 15.64804742,48.05179558 15.64807855,48.05184834 15.64810438,48.05193173 15.6481003,48.05194407 15.64817749,48.05202402 15.64822797,48.05203076 15.6482505,48.05206493 15.64826716,48.05210973 15.64827076,48.05215783 15.64826531,48.05224848 15.64826452,48.0523079 15.64826037,48.05236177 15.64827687,48.05238768 15.64829958,48.05237714 15.64832444,48.05232618 15.6483384,48.05229474 15.64831887,48.05227219 15.64831777,48.0522452 15.64834516,48.05223637 15.64836654,48.05220505 15.64834926,48.05217344 15.64836456,48.05214926 15.64836414,48.05207637 15.6483413,48.05200252 15.64831034,48.0519124 15.64828407,48.05184722 15.64825807,48.05182215 15.64830077,48.05182241 15.6483376,48.051857 15.64838625,48.05190386 15.64846381,48.05198526 15.64850338,48.05203047 15.64850667,48.05206476 15.64850063,48.05212039 15.64846797,48.05213981 15.64846754,48.05217208 15.64848538,48.0522045 15.64847633,48.05222183 15.64845551,48.05226578 15.64844052,48.05232688 15.6484091,48.05239744 15.64838328,48.05247043 15.64835445,48.0526059 15.64833593,48.05268599 15.64833473,48.05271296 15.64832668,48.05282214 15.64832072,48.05291973 15.6483303,48.05299546 15.64833939,48.05303404 15.64835512,48.05308656 15.64836806,48.05312686 15.6483993,48.05316303 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- Regionalstelle Mostviertel2d-Berechnung, stationär; Im Bereich HWS Neubruck ist bei HQ100 die Hochwasserspiegelage der Gr. Erlauf maßgebend, der Rückstau in die Jeßnitz reicht bis etwa zur Töpperbrücke; Im Projektgebiet liegt eine ÜF bei HQ300 des Projekts ID1227 (ABU Große und Kleine Erlauf) vor; Projekt 9036 enthält den Überlappungsbereich mit Projekt 1207 (Jeßnitz) bei HW30;2017-03-29T22:00:00Z10002024-11-17T23:00:00Z15.17983149,47.97971004 15.17981082,47.97972355 15.17980016,47.97973095 15.17983149,47.97971004119830Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)ABU V, Los E.3 Weierbach (Grainbach)Gültigkeit siehe Layer 'Hochwasser-Datenverfügbark2014DonauConsult Ingenieurbüro GmbHjajaneinHW300neinneinneinWA3 - Regionalstelle MostviertelGeländemodell: DTM 1x1m aus ALS, Winter 2008/2009; Überarbeitung im Zuge des Projektes mangels Aktualität in Bereichen Jakobstr - Abt-Karl-Str. inkl. Bahnunterführung " In der Trieben", im Bereich Löwenpark u. östl. Melker Bundesstr. B3a; terrestrische Vermessung 2012; 2D-Berechnung mit TUFLOW; Überlappungsbereich mit Projekt 1184 in Projekt 9020 dargestellt; 2014-12-14T23:00:00Z10002024-11-17T23:00:00Z15.34587132,48.22212358 15.34587132,48.22212365 15.34587429,48.22212565 15.34587132,48.22212358113730Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)ABU II, Abflussuntersuchung Niederösterreich, Los B.3; KampoberlaufGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2007Ingenieurbüro Neukirchen - Ziviltechniker GmbH für Bauwesen, Kulturtechnik und WasserwirtschaftjajaneinHW300neinneinneinWA3 - Regionalstelle Waldviertel2D-Berechnung; Ist-Zustand; 2012-12-31T23:00:00Z10002024-11-17T23:00:00Z15.15601458,48.6054846 15.1566942,48.605514 15.15670136,48.60549161 15.15671324,48.60546618 15.15673921,48.60528942 15.15672093,48.6051644 15.15671799,48.60512168 15.15669735,48.60506633 15.15668299,48.60504713 15.15666835,48.60502146 15.15665733,48.60498391 15.1566583,48.60496611 15.1566312,48.60492987 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15.06188737,48.62252616 15.06190816,48.62255582 15.0619047,48.62261758 15.06184944,48.62266972 15.0617523,48.62276775 15.06165279,48.62285174 15.06159059,48.6228778 15.06149075,48.62290856 15.06143659,48.62292631 15.06132711,48.62294272 15.06128647,48.62295144 15.06120076,48.62295931 15.06113769,48.62293449 15.06126915,48.62290781 15.06158157,48.6228141814.87937178,48.57821137 14.87934111,48.57821219 14.87932552,48.57821138 14.8793276,48.57824546 14.87930673,48.57827419 14.87927143,48.57826525 14.879245,48.57823648 14.87921543,48.57825762 14.87915016,48.5782542 14.87910947,48.5782553 14.87909175,48.57820003 14.8790422,48.57821124 14.87901368,48.57824453 14.87902602,48.5783161 14.87904057,48.57833471 14.87903639,48.57836994 14.87903854,48.57840514 14.8790104,48.57841483 14.87898087,48.57842337 14.87895491,48.57845909 14.87894035,48.5784674 14.87892726,48.57847676 14.87889903,48.57847528 14.87878252,48.57850137 14.87879055,48.57849248 14.87883045,48.57846972 14.87895649,48.57837744 14.87894171,48.57833231 14.87887956,48.57827695 14.87887771,48.57824657 14.87890071,48.57820029 14.87893482,48.57818854 14.87902875,48.57816594 14.87904649,48.57808909 14.87914296,48.57806749 14.87933867,48.57808978 14.8794402,48.57807854 14.87946506,48.57806077 14.87950871,48.57805242 14.87952177,48.57804309 14.8795564,48.57803029 14.8795491,48.57806193 14.87949159,48.57807292 14.87945467,48.57809398 14.87942536,48.57812331 14.8793684,48.57815581 14.87937178,48.5782113715.06104406,48.62237829 15.06108544,48.62236358 15.06111164,48.62236527 15.06113501,48.62234788 15.06115576,48.62230481 15.0611995,48.62229425 15.0612694,48.62231676 15.06131352,48.62236528 15.06135491,48.62240321 15.06138032,48.62243114 15.06139468,48.62243963 15.06144568,48.6225006 15.0613957,48.62255772 15.06144067,48.62255169 15.0614649,48.62258697 15.06145708,48.62259695 15.06136388,48.62261979 15.06137604,48.62265244 15.06127668,48.62269831 15.06110017,48.62274068 15.06098486,48.62274984 15.06096597,48.62269013 15.06091431,48.62267415 15.06080055,48.62268507 15.06077958,48.62261337 15.06087153,48.62260182 15.06084766,48.62253996 15.06085221,48.62250891 15.06084349,48.62249231 15.06078828,48.62248317 15.06078592,48.62241837 15.06084482,48.62242118 15.06085165,48.62244379 15.06086507,48.62242472 15.06089129,48.62242641 15.06091963,48.62241633 15.06093395,48.62241726 15.06097981,48.62239645 15.06104406,48.62237829117130Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Abflussstudie 2008 Johannesbach, km 5.000 - 11.750 Gemeinden St. Egyden, WürflachGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009PERZPLAN, Ingenieurbüro DI Thomas PerzjajaneinHW300neinneinjaWA3 - Regionalstelle Industrieviertel2D-Berechnung; Ist-Zustand; Im obersten Abschnitt (Bereich Gemeinde Würflach) keine gültige Ausweisung der HW-Überflutungszone, da die Untersuchung erst ab dem unteren Ende des Gemeindegebietes beauftragt war; Im gesamten Bearbeitungsgebiet gibt es keine Zubringer, jedoch ist der Abschnitt mit einer Vielzahl von Entwässerungsgräben ausgestattet, die berücksichtigt wurden; Projekt 9068 enthält die Überlappungsbereiche mit Projekt 1302 (Frauenbach);2022-08-30T22:00:00Z10002024-11-17T23:00:00Z16.0900165,47.78478485 16.09006478,47.78476258 16.09008435,47.78474461 16.09004662,47.78474171 16.09000368,47.7847374 16.0900165,47.78478485116830Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Abflussuntersuchung Untere Traisen - Altmannsdorfer Wehr bis Mündung in die Donau, Abflussuntersuchung Traisen - Wilhelmsburg Nord - St. Pölten SüdGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009/2010/2017DonauConsult Ingenieurbüro GmbHjajaneinHW300neinneinneinWA3 - Regionalstelle Mostviertel2D-Berechnung, stationär; Gesamtaktualisierung 2017; HQ30 und HQ100:im Mündungsbereich zur Donau, für welche auch Überflutungsflächen bei HQ30 und HQ100 berechnet wurden, wurde jeweils die Fläche mit den größeren Ausuferungen ausgewiesen; HQ300: im Mündungsbereich Überlagerung mit Donau (bordvoll), die HQ300 Überflutungsfläche wurde nur soweit übernommen, solange sie größer als jene bei HQ100 (der Traisen bzw. der Donau) ist; Projekt 9010 enthält den Überlappungsbereich mit Projekt 1184 (Donau); 2022: Instandhaltungsmaßnahmen rechtes Werksbachufer in ÜF30 u. ÜF100 berücksichtigt und die ÜF100 mit der vorhandenen ÜF300 überlagert;2022-09-12T22:00:00Z10002024-11-17T23:00:00Z15.8434062,48.36747857 15.84340373,48.36747386 15.84340461,48.36747644 15.8434062,48.36747857118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.91644152,48.30883038 16.91643487,48.30882088 16.91644169,48.30883114 16.91644152,48.30883038117130Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Abflussstudie 2008 Johannesbach, km 5.000 - 11.750 Gemeinden St. Egyden, WürflachGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009PERZPLAN, Ingenieurbüro DI Thomas PerzjajaneinHW300neinneinjaWA3 - Regionalstelle Industrieviertel2D-Berechnung; Ist-Zustand; Im obersten Abschnitt (Bereich Gemeinde Würflach) keine gültige Ausweisung der HW-Überflutungszone, da die Untersuchung erst ab dem unteren Ende des Gemeindegebietes beauftragt war; Im gesamten Bearbeitungsgebiet gibt es keine Zubringer, jedoch ist der Abschnitt mit einer Vielzahl von Entwässerungsgräben ausgestattet, die berücksichtigt wurden; Projekt 9068 enthält die Überlappungsbereiche mit Projekt 1302 (Frauenbach);2022-08-30T22:00:00Z10002024-11-17T23:00:00Z16.09883505,47.7860509 16.09883006,47.78604261 16.09882695,47.78604345 16.098824,47.78604305 16.09882176,47.78605325 16.09883505,47.7860509118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.90695281,48.2821772 16.9068935,48.28217179 16.90693757,48.28217602 16.90695281,48.2821772118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z15.92711669,48.34205111 15.92713295,48.3420444 15.92709665,48.3420565 15.92707912,48.34206655 15.92711669,48.34205111118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.92200806,48.30368867 16.92197082,48.3036181 16.9219722,48.30362089 16.92200806,48.30368867118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z15.85980444,48.36522452 15.85978049,48.36521955 15.85974579,48.36522503 15.8597194,48.36524237 15.85969583,48.36526307 15.85967336,48.3652976 15.85967644,48.36531616 15.8596965,48.36534224 15.85972017,48.36534235 15.85977936,48.36530159 15.85980562,48.36526531 15.85980987,48.36524604 15.85980444,48.36522452114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.91715667,48.3100401 16.91712547,48.31005641 16.91713425,48.31006764 16.91715667,48.3100401114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.96084984,48.19695267 16.96084653,48.19695817 16.96082825,48.19698909 16.96084984,48.19695267127430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)LEITHA - Abflussuntersuchung Zustand 2018, Leithawasserverband IVGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2020Werner Consult ZT GmbHjajaneinHW300neinneinneinWA3 - Regionalstelle Industrieviertel2d-Berechnung, instationär; Zustand 2018; die ÜF der RHBs Katzelsdorf und Lichtenwörth wurden 2021 ergänzt; Projekt 9054 enthält die Überlappungsbereiche mit Projekt 1201 (Pitten); Projekt 9066 enthält die Überlappungsbereiche mit Projekt 1302 (Warme Fischa); 2022-08-29T22:00:00Z10002024-11-17T23:00:00Z16.22363452,47.73390285 16.22363534,47.73390123 16.22360624,47.73393547 16.22360956,47.73393548 16.22362124,47.73392632 16.22362347,47.73392587 16.22362693,47.73391773 16.22363452,47.73390285132130GefahrenzonenplanGefahrenzonenplanung Unrechttraisen, Gemeinden Hohenberg, St. Aegyd am Neuwalde und TürnitzGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2023HYDRO Ingenieure Umwelttechnik GmbHjajaneinHW300jajaneinWA3 - Regionalstelle Mostviertel2D-Berechnung, stationär; Überlappungsbereich mit Projekt 1247 (Traisen) in Projekt 9074 dargestellt; 2024-09-16T22:00:00Z10002024-11-17T23:00:00Z15.57025904,47.97681309 15.57025941,47.97682262 15.57027649,47.97685424 15.57027749,47.97685144 15.57026514,47.9768241 15.57025904,47.97681309118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.9158831,48.30642757 16.91587423,48.30638484 16.91587601,48.30639442 16.9158831,48.30642757118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.90095203,48.28074266 16.90090255,48.28072957 16.90093775,48.28073932 16.90095203,48.28074266114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.93396315,48.2656226 16.93401764,48.2656355 16.93397027,48.26562327 16.93396315,48.2656226114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.94280347,48.21682397 16.94280243,48.21683165 16.94280572,48.2169396 16.94280347,48.21682397130230Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Abflussuntersuchungen IV, Los D.4, Frauenbach Fkm 0.0 bis 16.0, Warme Fischa Fkm 27.5 bis 5.99Gültigkeit siehe Layer 'Hochwasser-Datenverfügbark2015Dr. Blasy - Dr. Overland, Beratende Ingenieure GmbH & Co. KGjajaneinHW300neinneinneinWA3 - Regionalstelle Industrieviertel2D-Berechnung, die Warme Fischa und der Frauenbach wurden instationär mit Versickerung berechnet; 2022 Datenaustausch auf Grundlage Projekt ABU2015; Projekt 9068 enthält die Überlappungsbereiche mit Projekt 1171 (Johannesbach); Projekt 9066 enthält die Überlappungsbereiche mit Projekt 1274 (Leitha WV4); Projekt 9067 enthält die Überlappungsbereiche mit Projekt 1273 (Leitha WV3);2022-08-29T22:00:00Z10002024-11-17T23:00:00Z16.12398883,47.81162055 16.12401439,47.81162191 16.12400973,47.81161888 16.12398883,47.81162055127230Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)LEITHA - Abflussuntersuchung Zustand 2018, Leithawasserverband IIGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2020Werner Consult ZT GmbHjajaneinHW300neinneinneinWA3 - Regionalstelle Industrieviertel2d-Berechnung, instationär; Zustand 2018; 2020-03-17T23:00:00Z10002024-11-17T23:00:00Z16.68848488,48.01756313 16.68842092,48.01768236 16.68857485,48.0177107 16.68869091,48.01766291 16.68848488,48.01756313113330Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Abflussuntersuchung Piesting und Große FischaGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2008Brandt Gerdes Sitzmann Wasserwirtschaft GmbHjajaneinHW300neinneinjaWA3 - Regionalstelle Industrieviertel2D-Berechnung; Gutenstein bis A2stationär u. instationär, A2bis Gramatneusiedl instat, Gramatneusiedl bis Fischamend stat u.instat; Annahme Versickerung zw.A2u Ebreichsdorf;an Zubringerprojekten jeweils die größeren Ausuferungen digital übern.; Projekt 9006 enthält die Überlappungsbereiche mit Proj 1184 (Donau); ÜF berücksichtigen den DonauHWS der Stadtgemeinde Fischamend (2010 übern.); 2022: Aktualisierung ÜF HQ100 bei Gramatneusiedl aufgrund Geländeanpassung Feldgasse (2014); Im Bereich St.Margarethen/Moos wurde 2015 der HWS am Fischagraben fertig gestellt und die ÜF30undÜF100 aus Maßnahmenkonzept der ABU übernommen (2021), die ÜF300 entspricht der Umhüllenden aus ÜF300Bestand und ÜF100 nach Maßnahmen;2022-05-18T22:00:00Z10002024-11-17T23:00:00Z16.17666419,47.86567436 16.1767434,47.86570854 16.1767478,47.86570811 16.17674933,47.86570244 16.17675163,47.86563308 16.17670629,47.86563711 16.17669509,47.86563359 16.17667448,47.86563778 16.17666707,47.86564005 16.17666956,47.8656431 16.17666419,47.86567436118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.91660818,48.31141143 16.91650383,48.31137864 16.91644813,48.31131675 16.91650303,48.31137861 16.91650724,48.31138072 16.91659715,48.31140943 16.91660818,48.31141143131130Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)ABU Enns km 3,300 - km 8,200Gültigkeit siehe Layer 'Hochwasser-Datenverfügbark2021Ingenieurbüro Dr. Lang ZT-GmbHjajaneinHW300neinneinneinWA3 - Regionalstelle Mostviertel2D-Berechnung; HQ30 stationäre Berechnung, HQ100 instationäre Berechnung mit 2-fachem Dammbruchszenario (1x Dammbruch bestehender Damm Kötting, 1 x Dammbruch bestehender Damm Ennsdorf), HQ300 stationäre Berechnung; Projekt 9069 enthält die Überlappungsbereiche mit Projekt 1184 (Donau); 2024-05-07T22:00:00Z10002024-11-17T23:00:00Z14.49683846,48.225036 14.49684781,48.22504175 14.49687968,48.22505672 14.4969148,48.22506961 14.49697291,48.22509985 14.49701363,48.22511525 14.49702088,48.22511962 14.49701872,48.22511189 14.49697739,48.22506138 14.49696986,48.22505761 14.49688616,48.22504361 14.49685564,48.22504485 14.49683846,48.225036118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z15.83386776,48.37849196 15.83386252,48.37849147 15.83385467,48.37849187 15.83386776,48.37849196118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.91621738,48.30815939 16.91620346,48.3080882 16.91620566,48.30809998 16.91621738,48.30815939118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.86731375,48.3465035 16.86720436,48.34652493 16.86721116,48.34652577 16.86731375,48.3465035114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.92316983,48.27004046 16.92315362,48.27006315 16.92314638,48.27007392 16.92316983,48.27004046127430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)LEITHA - Abflussuntersuchung Zustand 2018, Leithawasserverband IVGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2020Werner Consult ZT GmbHjajaneinHW300neinneinneinWA3 - Regionalstelle Industrieviertel2d-Berechnung, instationär; Zustand 2018; die ÜF der RHBs Katzelsdorf und Lichtenwörth wurden 2021 ergänzt; Projekt 9054 enthält die Überlappungsbereiche mit Projekt 1201 (Pitten); Projekt 9066 enthält die Überlappungsbereiche mit Projekt 1302 (Warme Fischa); 2022-08-29T22:00:00Z10002024-11-17T23:00:00Z16.31338266,47.85101384 16.31337317,47.85099521 16.31336672,47.85099742 16.31338727,47.85103416 16.31338351,47.85101637 16.31338266,47.85101384118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.94235754,48.24128247 16.94247065,48.24128733 16.94246488,48.2412852 16.94236938,48.2412808 16.94235754,48.24128247114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.9162876,48.30851524 16.91629433,48.30855 16.91628976,48.30852579 16.9162876,48.30851524127430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)LEITHA - Abflussuntersuchung Zustand 2018, Leithawasserverband IVGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2020Werner Consult ZT GmbHjajaneinHW300neinneinneinWA3 - Regionalstelle Industrieviertel2d-Berechnung, instationär; Zustand 2018; die ÜF der RHBs Katzelsdorf und Lichtenwörth wurden 2021 ergänzt; Projekt 9054 enthält die Überlappungsbereiche mit Projekt 1201 (Pitten); Projekt 9066 enthält die Überlappungsbereiche mit Projekt 1302 (Warme Fischa); 2022-08-29T22:00:00Z10002024-11-17T23:00:00Z16.3145139,47.85236824 16.31450844,47.85236524 16.31452922,47.85238033 16.3145139,47.85236824114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.8692117,48.33393559 16.86918356,48.33397854 16.86917796,48.33399047 16.8692117,48.33393559114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.96006906,48.26806022 16.96011377,48.26809772 16.96008407,48.26806671 16.96006906,48.26806022130230Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Abflussuntersuchungen IV, Los D.4, Frauenbach Fkm 0.0 bis 16.0, Warme Fischa Fkm 27.5 bis 5.99Gültigkeit siehe Layer 'Hochwasser-Datenverfügbark2015Dr. Blasy - Dr. Overland, Beratende Ingenieure GmbH & Co. KGjajaneinHW300neinneinneinWA3 - Regionalstelle Industrieviertel2D-Berechnung, die Warme Fischa und der Frauenbach wurden instationär mit Versickerung berechnet; 2022 Datenaustausch auf Grundlage Projekt ABU2015; Projekt 9068 enthält die Überlappungsbereiche mit Projekt 1171 (Johannesbach); Projekt 9066 enthält die Überlappungsbereiche mit Projekt 1274 (Leitha WV4); Projekt 9067 enthält die Überlappungsbereiche mit Projekt 1273 (Leitha WV3);2022-08-29T22:00:00Z10002024-11-17T23:00:00Z16.30595323,47.84472611 16.30597692,47.8446891 16.30601072,47.8446735 16.30601485,47.84465633 16.30603005,47.84463159 16.30602652,47.84460203 16.30603584,47.84459407 16.30597961,47.84455752 16.305764,47.8445038 16.30586441,47.8445633 16.30590805,47.84455828 16.30592828,47.8445668 16.30600302,47.84462884 16.30589446,47.84472468 16.30585191,47.84470062 16.30564024,47.84471449 16.30583864,47.84471118 16.30594981,47.8447505 16.30594223,47.84474201 16.30595323,47.84472611131130Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)ABU Enns km 3,300 - km 8,200Gültigkeit siehe Layer 'Hochwasser-Datenverfügbark2021Ingenieurbüro Dr. Lang ZT-GmbHjajaneinHW300neinneinneinWA3 - Regionalstelle Mostviertel2D-Berechnung; HQ30 stationäre Berechnung, HQ100 instationäre Berechnung mit 2-fachem Dammbruchszenario (1x Dammbruch bestehender Damm Kötting, 1 x Dammbruch bestehender Damm Ennsdorf), HQ300 stationäre Berechnung; Projekt 9069 enthält die Überlappungsbereiche mit Projekt 1184 (Donau); 2024-05-07T22:00:00Z10002024-11-17T23:00:00Z14.50648103,48.23034517 14.50643711,48.23033393 14.50641189,48.23029872 14.50638214,48.23034592 14.50641122,48.23035788 14.50648103,48.23034517118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.89413017,48.33659176 16.89415768,48.33657891 16.89413568,48.33658916 16.89413017,48.33659176118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.88360681,48.31879999 16.88364799,48.31875543 16.88360067,48.31880434 16.88360262,48.31880339 16.88360681,48.31879999118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.9087132,48.28201573 16.90878294,48.28201244 16.90879844,48.28201256 16.90880608,48.28201088 16.90869807,48.28201586 16.9087132,48.28201573118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z15.82924312,48.37705953 15.82923776,48.37704842 15.82924099,48.37706053 15.82924312,48.37705953118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z14.51133561,48.22635576 14.51132682,48.22636813 14.51132018,48.2263789 14.51133112,48.22640579 14.5113385,48.22641575 14.51134108,48.22641867 14.51133641,48.22638508 14.51133561,48.22635576118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.94199283,48.21807607 16.94199477,48.21807078 16.94198269,48.21809136 16.94199283,48.21807607114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.86063994,48.35355745 16.86061036,48.35355815 16.86062316,48.35355821 16.86063994,48.35355745114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.93508906,48.26578987 16.93517525,48.2658013 16.93516139,48.26579931 16.93508906,48.26578987118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.86066468,48.35355687 16.86065237,48.35355689 16.86063994,48.35355745 16.86066468,48.35355687124730Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Abflussuntersuchung Traisen, Abschnitt Türnitz - WilhelmburgGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2017DonauConsultjajaneinHW300neinneinneinWA3 - Regionalstelle Mostviertel2D-Berechnung, stationär; Überlappungsbereich mit Projekt 1057 (Steubach) in Projekt 9042, mit Projekt 1057 (Gölsen (nur HW100, HW300) in Projekt 9043, mit Projekt 1057 (Zögersbach) in Projekt 9044, mit Projekt 1321 (Unrecht Traisen) in Projekt 9074 dargestellt; 2024-09-16T22:00:00Z10002024-11-17T23:00:00Z15.56939641,47.97502514 15.56939176,47.97501816 15.56939046,47.97502728 15.56939641,47.97502514107430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Abflussuntersuchung Schwarza, Payerbach - Reichenau 2002 inkl. Ergänzung Hirschwang mit WerksbachGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2002Dipl.-Ing. Frederick M. Cate, Zivilingenieur für Kulturtechnik und WasserwirtschaftjajaneinneinneinneinneinWA3 - Regionalstelle Industrieviertel1D-Berechnung, stationär; inkl. Ergänzung "Abflussuntersuchung Schwarza, Payerbach - Reichenau, Hirschwang mit Werksbach"; 2012-12-31T23:00:00Z10002024-11-17T23:00:00Z15.82441229,47.70438649 15.82424694,47.7041052 15.82422724,47.70411365 15.82420996,47.70412157 15.82419269,47.70413003 15.82417456,47.70413954 15.82415747,47.70414916 15.82414302,47.70415794 15.82413037,47.70416636 15.82411966,47.70417433 15.82411195,47.70418075 15.82410478,47.70418747 15.82409873,47.70419396 15.8240932,47.70420078 15.82408524,47.7042127 15.82407208,47.70423607 15.82406646,47.7042453 15.82405958,47.70425499 15.82405235,47.70426343 15.82404361,47.70427179 15.8240331,47.7042799 15.82402079,47.70428762 15.82400581,47.70429553 15.82399346,47.70430129 15.82397934,47.70430731 15.82394682,47.70431974 15.82391447,47.70433099 15.82382653,47.70436034 15.82379944,47.70436881 15.82377452,47.70437596 15.82368408,47.70439897 15.82366383,47.70440452 15.82364343,47.70441056 15.82360962,47.70442139 15.82352284,47.7044507 15.82340502,47.70448944 15.82335775,47.70450565 15.82331636,47.70452084 15.82328263,47.70453435 15.82325064,47.70454846 15.82320786,47.70456913 15.82313055,47.70460859 15.82307886,47.70463556 15.82303464,47.70465961 15.82299792,47.70468052 15.82295821,47.70470397 15.82282942,47.70478287 15.82277744,47.70481388 15.82275013,47.70482953 15.82272335,47.70484431 15.82269697,47.70485823 15.82267287,47.70487031 15.82264292,47.70488443 15.82260887,47.70489944 15.82251476,47.70493889 15.82237268,47.70499974 15.82220918,47.70506863 15.82213852,47.70509906 15.82207069,47.70512885 15.82199643,47.70516219 15.82193573,47.7051904 15.82187532,47.70521972 15.82181041,47.70525244 15.82176782,47.70527435 15.82173107,47.70529373 15.8216968,47.70531242 15.82166036,47.70533294 15.82160728,47.70536371 15.8215514,47.70539702 15.82150669,47.70542442 15.821423,47.70547678 15.82137856,47.70550345 15.82135125,47.70551901 15.82132448,47.70553349 15.82130083,47.70554549 15.82127679,47.70555683 15.82125458,47.70556643 15.82123231,47.70557524 15.82120807,47.70558398 15.82118395,47.70559185 15.8211581,47.70559944 15.82113262,47.7056061 15.82110735,47.70561191 15.82108384,47.70561659 15.82105979,47.70562068 15.82103274,47.70562451 15.82100426,47.7056278 15.82097223,47.70563076 15.82093976,47.70563305 15.82090795,47.7056346 15.82087789,47.70563534 15.8208522,47.70563525 15.82082441,47.70563416 15.82079503,47.70563176 15.82076373,47.70562804 15.82072624,47.70562256 15.82068205,47.70561514 15.82064079,47.70560731 15.82060201,47.70559905 15.82056446,47.70559001 15.8205309,47.70558096 15.82049871,47.70557137 15.82046777,47.70556129 15.82043589,47.70555002 15.82040503,47.70553823 15.82037456,47.70552573 15.82034385,47.7055123 15.82031008,47.70549673 15.82027263,47.7054787 15.82023206,47.70545847 15.82018958,47.70543667 15.82014677,47.7054141 15.8201163,47.70539749 15.82008891,47.70538191 15.82006421,47.70536713 15.8200419,47.70535302 15.82000561,47.70532841 15.81996395,47.70529823 15.81986804,47.70522641 15.81977289,47.70515376 15.81973333,47.70512433 15.81970967,47.70510742 15.81968922,47.70509332 15.81966877,47.70507979 15.81965014,47.70506806 15.8196334,47.70505807 15.81961692,47.70504882 15.81959902,47.70503944 15.81958119,47.7050307 15.81955994,47.7050209 15.81953645,47.70501058 15.81950103,47.7049955 15.81947435,47.70498452 15.81944566,47.70497335 15.81941686,47.70496295 15.81938815,47.70495343 15.81935731,47.70494408 15.81932193,47.70493417 15.81928233,47.70492378 15.81923914,47.704913 15.81914281,47.70488961 15.81909272,47.70487653 15.81906483,47.70486857 15.81903673,47.70485988 15.81900831,47.70485034 15.81897956,47.70483993 15.8189534,47.70482987 15.81892698,47.7048192 15.81889735,47.7048067 15.81886743,47.70479358 15.81881601,47.7047701 15.81868429,47.70470819 15.81865026,47.70469284 15.81861749,47.70467869 15.81848261,47.7046233 15.81834806,47.70456502 15.81829162,47.70454141 15.81825439,47.70452656 15.8182144,47.70451117 15.81817234,47.70449556 15.81813179,47.70448104 15.81807119,47.70446026 15.81794553,47.70441878 15.81785206,47.70438732 15.81768974,47.70433764 15.81763822,47.70432246 15.81759684,47.70431141 15.81755089,47.70430061 15.81750254,47.70429062 15.81747092,47.70428477 15.81743955,47.70427955 15.81740892,47.70427509 15.8173808,47.7042716 15.81735253,47.70426865 15.81732136,47.70426601 15.81728888,47.70426382 15.81725244,47.70426193 15.81720967,47.70426029 15.81716354,47.70425908 15.81711488,47.70425832 15.81705913,47.70425797 15.81687692,47.70425827 15.81681949,47.70425878 15.81670159,47.70426058 15.81666856,47.70426066 15.81663918,47.70426026 15.81661609,47.70425953 15.81659509,47.70425849 15.81657411,47.70425707 15.8165547,47.70425539 15.81653328,47.70425314 15.8165117,47.70425046 15.81649185,47.70424764 15.81647019,47.70424415 15.81643072,47.70423666 15.81640928,47.70423197 15.81638957,47.70422728 15.81634779,47.70421617 15.81630285,47.70420271 15.81626839,47.70419164 15.81622975,47.70417878 15.81608297,47.7041288 15.81600219,47.70410056 15.81588783,47.70405945 15.81583363,47.70404097 15.81579413,47.70402839 15.81569273,47.70399714 15.81558969,47.70396382 15.81555149,47.7039518 15.81550045,47.70393686 15.81545182,47.70392397 15.81541979,47.70391619 15.81539046,47.70390958 15.81535907,47.70390304 15.81532212,47.70389595 15.81527798,47.70388809 15.81523279,47.70388053 15.81518353,47.70387274 15.81513778,47.70386593 15.81509911,47.70386053 15.81505949,47.7038554 15.81502123,47.7038509 15.81498399,47.70384698 15.81494774,47.70384365 15.81491519,47.70384112 15.81488463,47.70383925 15.81485665,47.70383809 15.81483467,47.70383769 15.81481266,47.70383785 15.81479132,47.70383852 15.81476632,47.70383982 15.81470962,47.70384364 15.81454844,47.70385549 15.81449815,47.70385871 15.8143906,47.70386477 15.81435813,47.70386711 15.8143275,47.70386982 15.8142962,47.70387315 15.81426153,47.70387745 15.81422329,47.70388279 15.81418411,47.70388877 15.81413529,47.70389677 15.81408846,47.7039049 15.81404155,47.70391352 15.81399821,47.70392196 15.81393164,47.703936 15.81386314,47.70395186 15.81376789,47.7039756 15.81372723,47.70398623 15.81369274,47.7039956 15.81363997,47.70401097 15.81361704,47.70401821 15.81359399,47.70402592 15.8135715,47.70403389 15.81355178,47.70404133 15.81353271,47.70404904 15.81351768,47.70405571 15.8135051,47.70406218 15.81349663,47.70406776 15.81349389,47.70407016 15.81349165,47.70407273 15.81349022,47.70407524 15.81348956,47.70407776 15.81348983,47.70408158 15.8134914,47.70408586 15.81350434,47.70410791 15.8135074,47.70411429 15.81350936,47.70411965 15.8135106,47.70412504 15.81351096,47.7041304 15.81351036,47.70413565 15.81350885,47.70414073 15.8135065,47.70414559 15.81350374,47.70414968 15.81349995,47.70415397 15.81349549,47.70415787 15.81349101,47.70416098 15.81348546,47.70416405 15.81347944,47.7041667 15.81347231,47.70416921 15.81346327,47.70417171 15.81345312,47.70417389 15.81344043,47.70417603 15.81342854,47.70417752 15.81341903,47.70417824 15.8134095,47.70417845 15.81340075,47.70417811 15.81339196,47.7041772 15.8133776,47.70417449 15.81336271,47.7041703 15.81334555,47.70416397 15.81331848,47.70415198 15.81330922,47.70414824 15.8133001,47.70414554 15.81329593,47.70414483 15.81329169,47.70414452 15.81328668,47.70414466 15.81328129,47.70414537 15.81327603,47.70414651 15.81326946,47.70414839 15.81325288,47.70415448 15.81323316,47.70416313 15.81321371,47.70417259 15.81319454,47.70418262 15.81312456,47.70422159 15.81304236,47.70426526 15.81300581,47.70428574 15.81297955,47.70430184 15.81295482,47.70431834 15.81292962,47.70433648 15.81290205,47.70435773 15.81287559,47.70437944 15.81285255,47.70439986 15.81283675,47.70441563 15.81283102,47.70442229 15.81282667,47.70442824 15.81282383,47.70443305 15.81282187,47.70443752 15.81282067,47.70444176 15.81282013,47.70444637 15.81282078,47.70445462 15.81282474,47.70447375 15.81282498,47.70447882 15.81282438,47.70448315 15.81282259,47.70448764 15.81281921,47.7044922 15.81281452,47.70449644 15.81280813,47.70450079 15.81280063,47.70450495 15.81279008,47.70451006 15.81278019,47.70451437 15.81277067,47.704518 15.81276259,47.70452058 15.81275451,47.7045226 15.81274733,47.7045238 15.81274107,47.7045243 15.81273573,47.70452428 15.81272978,47.70452378 15.81272399,47.70452285 15.81271766,47.70452137 15.8127062,47.70451773 15.81267734,47.70450697 15.81266937,47.70450468 15.81266215,47.70450327 15.81265398,47.70450272 15.81264584,47.70450338 15.81263758,47.70450524 15.81262902,47.70450828 15.81261614,47.70451457 15.81260029,47.70452415 15.81257477,47.70454133 15.81253725,47.70456757 15.81249918,47.70459494 15.81246196,47.70462248 15.81243003,47.70464689 15.81240122,47.70466976 15.81236288,47.70470187 15.81234412,47.70471848 15.81232589,47.70473522 15.81230501,47.70475509 15.81228555,47.70477427 15.81224884,47.70481228 15.81223068,47.70483231 15.81221471,47.70485109 15.81220112,47.70486838 15.81216962,47.70491057 15.81214869,47.70493736 15.81212271,47.70496906 15.81209679,47.70499892 15.81207486,47.70502274 15.81204853,47.70504989 15.81197341,47.70512442 15.81189361,47.70520516 15.81183629,47.70526135 15.81181466,47.70528363 15.81179616,47.70530441 15.81178118,47.70532351 15.8117697,47.70534078 15.81176532,47.70534846 15.8117605,47.70535805 15.81175564,47.70536954 15.81175122,47.70538289 15.81174845,47.70539427 15.81174633,47.70540744 15.81174536,47.70542047 15.81174546,47.70543335 15.81174658,47.70544603 15.81174863,47.70545849 15.81175155,47.70547072 15.81175587,47.70548441 15.81176114,47.70549783 15.81176726,47.70551101 15.81177412,47.70552399 15.8117826,47.70553839 15.81179281,47.7055542 15.81180365,47.70556989 15.81181851,47.70559021 15.81183421,47.70561062 15.81187104,47.70565577 15.81192174,47.70571479 15.81197268,47.70577145 15.81200439,47.70580542 15.8120394,47.705842 15.812076,47.70587945 15.81211514,47.70591869 15.81216788,47.70596987 15.81218887,47.70598938 15.81222472,47.70602171 15.81223972,47.70603622 15.812249,47.70604631 15.81225664,47.7060558 15.81226351,47.70606574 15.8122696,47.70607617 15.81227597,47.70608929 15.81228136,47.706103 15.81228618,47.70611846 15.81229003,47.70613446 15.81229283,47.70615079 15.81229431,47.70616584 15.81229454,47.70617934 15.81229354,47.7061923 15.81229144,47.70620342 15.81228849,47.70621275 15.8122845,47.70622142 15.81227947,47.70622943 15.81227264,47.70623761 15.81226539,47.70624433 15.81225609,47.70625114 15.81224661,47.70625669 15.81223362,47.70626277 15.81221788,47.70626858 15.81219933,47.70627399 15.81217957,47.70627854 15.81215739,47.70628261 15.81213308,47.70628609 15.81210702,47.70628889 15.81208134,47.70629077 15.81206109,47.70629165 15.81204019,47.706292 15.81202014,47.70629185 15.81195963,47.70629067 15.81193889,47.70629075 15.811914,47.70629128 15.81187205,47.70629283 15.81176706,47.70629769 15.81172022,47.70629944 15.81166125,47.70630105 15.81150957,47.70630448 15.81140709,47.70630767 15.81132899,47.70631085 15.81111495,47.70632051 15.81104045,47.70632341 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15.81916459,47.70532145 15.8192165,47.70534497 15.81924306,47.70535735 15.81929635,47.70538289 15.81934764,47.70540841 15.81939422,47.70543261 15.81941491,47.70544381 15.8194504,47.70546405 15.81948046,47.70548255 15.81950839,47.70550082 15.81963824,47.70558806 15.81968159,47.70561781 15.81972222,47.70564701 15.8197909,47.70569843 15.81984439,47.70573796 15.81996819,47.70582765 15.81999106,47.70584528 15.82001206,47.70586226 15.82008345,47.70592275 15.8201267,47.70595842 15.82017329,47.70599574 15.82026021,47.70606384 15.82028409,47.70608347 15.82034976,47.70613908 15.82037131,47.70615629 15.82039192,47.70617178 15.82040954,47.70618427 15.82042744,47.70619636 15.82044726,47.70620918 15.82046884,47.70622258 15.82051605,47.70625039 15.82057042,47.7062806 15.82061149,47.70630258 15.82064273,47.70631879 15.82066967,47.70633205 15.82069416,47.70634329 15.82071964,47.70635403 15.82074429,47.70636342 15.82076959,47.70637195 15.82079349,47.7063789 15.82081761,47.70638472 15.82083994,47.70638895 15.8208641,47.70639227 15.82088814,47.70639429 15.82091197,47.70639505 15.8209355,47.70639456 15.82095874,47.70639281 15.820982,47.70638978 15.82100384,47.70638578 15.82102444,47.70638106 15.82104586,47.7063753 15.82107039,47.7063678 15.82109602,47.70635907 15.8211202,47.70635006 15.82114697,47.70633924 15.82117158,47.70632847 15.82119597,47.70631699 15.82121777,47.70630597 15.82123919,47.70629445 15.82126232,47.70628125 15.82128501,47.70626752 15.82130729,47.70625333 15.82133114,47.70623736 15.82135462,47.70622093 15.82140526,47.70618357 15.8215069,47.70610581 15.82157466,47.7060533 15.82162984,47.70600942 15.82169818,47.70595326 15.82181973,47.70584993 15.82187299,47.7058059 15.82207433,47.70564354 15.82211624,47.70561061 15.82220745,47.70554007 15.82225522,47.70550192 15.8222994,47.70546495 15.82238054,47.70539487 15.82241118,47.70536882 15.82244842,47.70533814 15.82248896,47.70530592 15.82253259,47.70527226 15.8225701,47.70524403 15.82260482,47.70521872 15.82263844,47.70519518 15.82266833,47.70517517 15.82270112,47.70515421 15.82273652,47.70513251 15.82277863,47.70510758 15.82302512,47.70496559 15.82306771,47.70494163 15.82310337,47.70492226 15.82313129,47.70490766 15.82316225,47.70489201 15.82327792,47.70483574 15.82332433,47.70481234 15.82336901,47.70478853 15.82347413,47.70473016 15.82349663,47.70471836 15.82354152,47.70469582 15.8235734,47.70468023 15.8236076,47.70466403 15.82364094,47.70464903 15.82365639,47.70464249 15.82368512,47.70463109 15.82375458,47.70460536 15.8238017,47.70458684 15.82386753,47.7045595 15.82397021,47.70451516 15.8240101,47.70449836 15.8241303,47.70445021 15.82415856,47.70443978 15.82417288,47.70443509 15.82418731,47.70443093 15.82420183,47.70442743 15.82421642,47.70442471 15.82423106,47.70442284 15.82424573,47.70442169 15.82426039,47.70442104 15.82430417,47.70442007 15.8243186,47.70441939 15.82433291,47.7044182 15.82434708,47.70441633 15.82436118,47.70441383 15.82437527,47.70441076 15.82438943,47.70440722 15.82441952,47.70439861 15.82441229,47.70438649118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z14.49477593,48.22604424 14.49478207,48.2260519 14.49484549,48.22609424 14.49495173,48.22616354 14.49499872,48.22616231 14.49504585,48.22618076 14.49501372,48.22616722 14.49500759,48.22616427 14.49494561,48.22614702 14.49492777,48.22611122 14.49492613,48.22611074 14.4949265,48.22610969 14.49490447,48.22609973 14.49487973,48.2260836 14.49487276,48.22608016 14.49484824,48.22607239 14.49482278,48.22605625 14.49481272,48.2260523 14.49480044,48.22605965 14.4947937,48.2260479 14.49477593,48.22604424114630Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)ABU IV - Los D.1 (Seebach, Moosbach, Stössingbach, Michelbach, Perschling Oberlauf)Gültigkeit siehe Layer 'Hochwasser-Datenverfügbark2010DonauConsult Zottl & Erber Zt.-GmbHjajaneinHW300neinneinneinWA3 - Regionalstelle MostviertelBerechnung des Ist-Zustandes anhand detaillierter 2D-Berechnung; Überlappungsbereich mit Projekt 1246 in Projekt 9047 dargestellt; 2022: HWS Gedesag, Würmla in ÜF30 u. ÜF100 berücksichtigt; 2022-09-12T22:00:00Z10002024-11-17T23:00:00Z15.92998186,48.24796006 15.93004155,48.24794948 15.93000574,48.24793886 15.92998186,48.24796006114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.96309372,48.28164041 16.96307675,48.28164353 16.96308735,48.28164246 16.96309372,48.28164041118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.87182574,48.32972624 16.87181065,48.32976558 16.87181463,48.32975574 16.87182574,48.32972624118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z15.35446497,48.23378269 15.35448003,48.23375998 15.35441799,48.23376674 15.35446497,48.23378269114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.9535213,48.2938351 16.95351845,48.29390025 16.95351929,48.2938932 16.9535213,48.2938351118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.87951485,48.31920161 16.87952639,48.31919937 16.87955285,48.31918911 16.87951485,48.31920161129430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hochwasserschutz Perschling Unterlauf, Dammsanierung und Herstellung der DurchgängigkeitGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2021Ingenieurbüro Dr. Lang ZT GmbHjajaneinHW300neinneinneinWA3 - Regionalstelle Mostviertel2d-Berechnung, instationär; Projekt 9060 enthält die Überlappungsbereiche mit Projekt 1184 (Donau); 2022-06-20T22:00:00Z10002024-11-17T23:00:00Z15.94052417,48.33828721 15.94053414,48.33829852 15.94054929,48.3383144 15.94059655,48.33836043 15.94060335,48.33836781 15.94061149,48.33837752 15.94061869,48.33838354 15.94062598,48.33838804 15.94062954,48.33838444 15.94062483,48.33836463 15.94058159,48.33833931 15.94055318,48.33831223 15.94053711,48.3382963 15.94052417,48.33828721114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.89047613,48.28213114 16.89046799,48.28213634 16.89044476,48.28215275 16.89047613,48.28213114118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.88551073,48.28928375 16.88550968,48.28927179 16.88551323,48.28932055 16.88551073,48.28928375118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.94682233,48.26641049 16.94683368,48.26640227 16.94681147,48.26641832 16.94682233,48.26641049114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.94348401,48.24214829 16.94347517,48.24216929 16.94347454,48.2421744 16.94348401,48.24214829118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.88568817,48.32238782 16.88570188,48.32236447 16.88568227,48.3223802 16.88568817,48.32238782118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.96043778,48.23917373 16.96044602,48.23916872 16.9603769,48.2392058 16.96043778,48.23917373118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.96358952,48.2297008 16.96361843,48.2296271 16.96359188,48.2296938 16.96358952,48.2297008114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.91592368,48.30623255 16.91592527,48.30624122 16.91593147,48.30627033 16.91592368,48.30623255126630Detailprojekt (Ausführungsprojekt, Einreichprojekt)Hochwasserschutz Kammern, AusführungsprojektGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2018Werner ConsultjajaneinHW300neinjaneinWA3 - Regionalstelle Waldviertel2d-Berechnung, stationär; iim Rahmen des Projekts wurden rote Gefahrenzonen erstellt und digital geliefert; Die flussauf und flussab gelegenen Grenzen der digital übernommenen Flächen wurden vom Projetkersteller definiert; Überlappungsbereiche (HW30, HW100, HW300) mit Projekt 1138 in Projekt 9051 und mit Projekt 1256 in Projekt 9052 dargestellt;2019-03-31T22:00:00Z10002024-11-17T23:00:00Z15.71567326,48.46158299 15.71567316,48.46157737 15.71567184,48.46158069 15.71567326,48.46158299114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.9203531,48.27250575 16.92034605,48.27251003 16.92029175,48.27254616 16.9203531,48.27250575114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.95903669,48.24008979 16.95904031,48.24011328 16.9590375,48.24009225 16.95903669,48.24008979127730Detailprojekt (Ausführungsprojekt, Einreichprojekt)Aktualisierung der Überflutungsflächen im Ortsgebiet von Rabenstein an der PielachGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2020DonauConsult IB GmbHjajaneinHW300neinneinneinWA3 - Regionalstelle Mostviertel2d-Berechnung, stationär; die Maßnahmen wurden 2020 fertig gestellt; diverse Kleinmaßnahmen im und am Gewässer, Änderungen infolge aktuellem Laserscan 2017; 2020-05-05T22:00:00Z10002024-11-17T23:00:00Z15.46921888,48.06651241 15.46922119,48.0665137 15.46922443,48.06651683 15.46922854,48.06652681 15.46922694,48.06653142 15.46922284,48.06653566 15.46919361,48.06655343 15.46918679,48.06655505 15.46916912,48.06655496 15.46915387,48.06655109 15.46914749,48.0665472 15.46914407,48.06654345 15.46914317,48.06653857 15.46914631,48.06653356 15.46915298,48.06652927 15.46917593,48.06651999 15.46917529,48.06651685 15.46916407,48.06650818 15.4691585,48.06650643 15.46914474,48.06651456 15.46913795,48.06651645 15.46912998,48.06651551 15.4691054,48.06650531 15.46909384,48.06650282 15.46905495,48.06649851 15.46902389,48.06648675 15.46899673,48.06647858 15.46896709,48.06646677 15.46894832,48.06646474 15.46890228,48.06646596 15.46889229,48.06646847 15.46887869,48.06647649 15.46886971,48.06647939 15.46879885,48.0664825 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15.47908864,48.06936384 15.47894198,48.06936146 15.47893031,48.06935901 15.47890455,48.06934816 15.47889677,48.06934667 15.47888204,48.06934826 15.47887742,48.0693509 15.4788703,48.06936126 15.47887051,48.06936623 15.47887353,48.06937149 15.47889315,48.06938778 15.47894069,48.06942568 15.47895526,48.06943522 15.47896532,48.06944053 15.47898934,48.06944645 15.47900576,48.06945371 15.47900994,48.06946022 15.47909007,48.0695139 15.47911285,48.06952607 15.47914752,48.06954822 15.4791796,48.06956071 15.47918647,48.06956555 15.4792033,48.06958337 15.4792503,48.06960184 15.47931215,48.06964951 15.47931957,48.06965908 15.4793195,48.06966301 15.47931637,48.06966668 15.47931058,48.06966853 15.47929737,48.06966657 15.47923191,48.0696254 15.47918304,48.06960789 15.47912722,48.06957168 15.47911504,48.06956605 15.47907753,48.06955363 15.47900251,48.06950377 15.47898772,48.06949572 15.4789512,48.0694839 15.47894067,48.06947859 15.47888276,48.06944158 15.47884587,48.06942951 15.47879936,48.06940346 15.47876242,48.0693914 15.47875246,48.06938613 15.47863273,48.06930472 15.47861753,48.06929599 15.47858044,48.06928378 15.47856966,48.06927871 15.4784723,48.06921303 15.47845724,48.06920454 15.47842037,48.06919249 15.47840967,48.06918732 15.4783523,48.06915041 15.47831501,48.06913806 15.47830415,48.06913306 15.4782072,48.06906766 15.47819201,48.06905896 15.47815494,48.06904676 15.47814417,48.06904167 15.47808707,48.06900482 15.47803865,48.06898741 15.47796213,48.06893652 15.47794834,48.06892939 15.47792123,48.06892096 15.47790145,48.06891204 15.47765513,48.06874339 15.47764133,48.06872985 15.47762992,48.06871171 15.47760663,48.06869219 15.47742152,48.06856532 15.47739138,48.06854761 15.47715106,48.06846521 15.4771281,48.06845516 15.47711671,48.06845215 15.4770719,48.06844706 15.47704464,48.06843611 15.47703342,48.06843354 15.47694174,48.06842886 15.47693107,48.06842603 15.47691262,48.06841779 15.47690231,48.06841496 15.47689011,48.06841363 15.47678381,48.06841003 15.47677222,48.06840751 15.47674519,48.06839657 15.47673356,48.06839471 15.47665301,48.06839145 15.47664086,48.06838922 15.47661503,48.06837848 15.47660349,48.06837596 15.47656481,48.06837169 15.47653205,48.06835948 15.47651524,48.06835727 15.4764534,48.06835534 15.47643265,48.06835338 15.47640265,48.06834209 15.47636772,48.06833161 15.47634943,48.06832149 15.47634388,48.06831997 15.47630787,48.06831967 15.47629079,48.06832463 15.47627769,48.06833204 15.47627061,48.06833291 15.4762622,48.06833095 15.47624402,48.06832312 15.47622273,48.06831885 15.47604015,48.06831529 15.47602585,48.06831303 15.47599656,48.06830366 15.47598677,48.06830189 15.47593526,48.0682979 15.47587693,48.06829573 15.47585633,48.06829075 15.47583882,48.06828281 15.47581993,48.06827928 15.47541588,48.06827571 15.4753669,48.06827639 15.47535314,48.06828141 15.47533977,48.06828927 15.4753289,48.06829138 15.4751565,48.06829242 15.47514061,48.06829645 15.47512702,48.06830451 15.47511763,48.06830722 15.47510459,48.06830836 15.47496589,48.06830987 15.474955,48.06831195 15.47493377,48.06832293 15.47492281,48.06832493 15.47487905,48.0683281 15.47487036,48.06833115 15.47485677,48.06833917 15.47484648,48.0683416 15.47477509,48.0683447 15.47476493,48.06834717 15.47474422,48.06835822 15.47473698,48.06835976 15.47469769,48.0683615 15.47468773,48.06836343 15.4746665,48.06837441 15.4746556,48.06837653 15.47458446,48.06837963 15.47457519,48.06838243 15.47456159,48.06839046 15.47455191,48.06839316 15.47450734,48.0683963 15.47449659,48.06839863 15.47447512,48.06840969 15.47442056,48.0684148 15.47439868,48.06842592 15.47438811,48.06842831 15.47434355,48.06843146 15.47433368,48.06843409 15.47432008,48.06844213 15.47431099,48.06844504 15.47426687,48.06844819 15.47425595,48.06845032 15.47423473,48.06846135 15.4742238,48.06846345 15.47417976,48.06846661 15.47417077,48.06846955 15.47415717,48.06847759 15.4741472,48.06848019 15.47410264,48.06848333 15.47409217,48.06848576 15.47407035,48.068497 15.47404238,48.06850212 15.47402111,48.06851325 15.47401027,48.06851554 15.47396571,48.06851868 15.47395611,48.06852141 15.47394251,48.06852948 15.47393403,48.06853238 15.47390476,48.06853775 15.47388354,48.06854885 15.47387258,48.06855087 15.47382878,48.06855403 15.47382005,48.06855707 15.47380646,48.06856515 15.47376829,48.06857342 15.4737547,48.06858151 15.4737464,48.06858463 15.47371806,48.06858982 15.47369684,48.06860101 15.47366757,48.06860638 15.47363694,48.06862021 15.47360733,48.06862565 15.47358609,48.06863684 15.4735581,48.06864196 15.47353629,48.06865325 15.47349812,48.06866152 15.47348453,48.06866961 15.47347617,48.06867265 15.47344747,48.06867791 15.47342703,48.06868904 15.47341956,48.06869118 15.4733712,48.06869436 15.47336207,48.06869721 15.47334848,48.06870523 15.47333864,48.06870779 15.4732404,48.06871076 15.4732298,48.06871304 15.47321628,48.06872101 15.47320254,48.06872584 15.47300338,48.06872649 15.47299243,48.0687281 15.47297089,48.06873907 15.47296016,48.06874128 15.4728351,48.06874409 15.47282538,48.06874668 15.47281179,48.0687547 15.47280253,48.06875748 15.47270459,48.06876046 15.47269368,48.06876253 15.47267245,48.06877348 15.4726615,48.0687754 15.4725756,48.06877698 15.47256394,48.06877839 15.47255512,48.06878133 15.47254153,48.06878935 15.47253137,48.0687918 15.47243314,48.06879476 15.47242285,48.06879716 15.47240925,48.06880517 15.47240058,48.06880817 15.47238926,48.06880963 15.47230315,48.06881116 15.47229218,48.06881303 15.47227095,48.06882399 15.47226006,48.06882611 15.47216199,48.06882908 15.47215259,48.06883181 15.47213899,48.06883982 15.47212942,48.06884249 15.4720312,48.06884546 15.47202032,48.06884763 15.47200695,48.06885551 15.47199319,48.06886054 15.4719666,48.06886129 15.47145124,48.06885726 15.4714315,48.06885521 15.47139356,48.06884128 15.47124822,48.06883612 15.4712367,48.06883359 15.47120951,48.06882262 15.47119792,48.0688208 15.47111737,48.06881755 15.47110517,48.06881528 15.47107952,48.06880455 15.47106796,48.06880205 15.47102909,48.06879777 15.4710027,48.06878704 15.47099233,48.06878442 15.47092544,48.0687796 15.47091448,48.06877682 15.47088602,48.06876555 15.47084801,48.06876151 15.47083614,48.06875893 15.47081638,48.06875065 15.47077915,48.06873881 15.47075951,48.06873048 15.47074803,48.06872786 15.47071001,48.06872389 15.47070036,48.0687215 15.4706593,48.06869712 15.47064926,48.06869283 15.47063848,48.06869061 15.47061012,48.06868812 15.47059232,48.06868354 15.47058346,48.06867467 15.47058307,48.06867068 15.47058829,48.06866081 15.47057956,48.06865795 15.4705685,48.06865914 15.47055148,48.06866874 15.47053196,48.06867054 15.47033741,48.06866916 15.47031246,48.06866785 15.47030445,48.06866612 15.47029152,48.06865916 15.47028776,48.06865419 15.4702849,48.06864287 15.47028747,48.06863289 15.47029151,48.06862882 15.47029945,48.06862615 15.47033718,48.06862232 15.47034292,48.06862054 15.47034063,48.06861842 15.47030045,48.06861084 15.47028317,48.0686019 15.47023805,48.06857201 15.47022467,48.06856526 15.47019694,48.06855637 15.47016743,48.06854456 15.47014867,48.06854234 15.47010251,48.06854341 15.47009225,48.06854581 15.47007866,48.06855383 15.47007023,48.06855676 15.47006182,48.06855802 15.47004055,48.0685566 15.47003151,48.06855432 15.47002274,48.06855001 15.46998779,48.06852928 15.46988933,48.06849494 15.46985427,48.06847421 15.4698176,48.06846228 15.46980697,48.06845704 15.46973877,48.0684101 15.46972857,48.06839852 15.46972047,48.06837741 15.46971505,48.06837345 15.46969765,48.06836846 15.46968488,48.06836182 15.46968319,48.06835764 15.46968538,48.06835254 15.46969712,48.06833767 15.46969813,48.06833234 15.46969485,48.06832158 15.46969005,48.06831827 15.46968382,48.0683166 15.46966505,48.06831546 15.46965786,48.06831369 15.46965264,48.06831072 15.46965022,48.06830677 15.469653,48.06830363114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.91602507,48.30677466 16.91602867,48.30679259 16.9160315,48.30680477 16.91602507,48.30677466124730Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Abflussuntersuchung Traisen, Abschnitt Türnitz - WilhelmburgGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2017DonauConsultjajaneinHW300neinneinneinWA3 - Regionalstelle Mostviertel2D-Berechnung, stationär; Überlappungsbereich mit Projekt 1057 (Steubach) in Projekt 9042, mit Projekt 1057 (Gölsen (nur HW100, HW300) in Projekt 9043, mit Projekt 1057 (Zögersbach) in Projekt 9044, mit Projekt 1321 (Unrecht Traisen) in Projekt 9074 dargestellt; 2024-09-16T22:00:00Z10002024-11-17T23:00:00Z15.56858945,47.97536976 15.56858842,47.97536819 15.56858888,47.97536948 15.56858945,47.97536976114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.91540794,48.27783731 16.91540676,48.27784695 16.91540981,48.27786486 16.91540794,48.27783731118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.88149229,48.34482826 16.88152333,48.34480503 16.88151564,48.34481057 16.88149229,48.34482826127430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)LEITHA - Abflussuntersuchung Zustand 2018, Leithawasserverband IVGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2020Werner Consult ZT GmbHjajaneinHW300neinneinneinWA3 - Regionalstelle Industrieviertel2d-Berechnung, instationär; Zustand 2018; die ÜF der RHBs Katzelsdorf und Lichtenwörth wurden 2021 ergänzt; Projekt 9054 enthält die Überlappungsbereiche mit Projekt 1201 (Pitten); Projekt 9066 enthält die Überlappungsbereiche mit Projekt 1302 (Warme Fischa); 2022-08-29T22:00:00Z10002024-11-17T23:00:00Z16.32509894,47.86047215 16.32509851,47.86047075 16.32509801,47.86047085 16.32509894,47.86047215118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.87182365,48.34231812 16.87180474,48.34232992 16.87180294,48.34233395 16.87182365,48.34231812118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.96067128,48.28827301 16.96065952,48.28823788 16.96066229,48.28824687 16.96067128,48.28827301118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.96329638,48.2816534 16.96324358,48.28163346 16.96323456,48.28163456 16.96329638,48.2816534114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.94052084,48.24134663 16.9405281,48.24135298 16.94053319,48.24135351 16.9405494,48.2413578 16.94055499,48.24135895 16.94053287,48.24135272 16.94052084,48.24134663114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.95774355,48.2110263 16.95774325,48.21103229 16.95774337,48.21103528 16.95774355,48.2110263118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.92608508,48.24582344 16.92614619,48.2458004 16.92613862,48.2458015 16.92612271,48.24580549 16.92609153,48.24581975 16.92608508,48.24582344114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.93484561,48.24234639 16.93479446,48.24236008 16.9348077,48.24235665 16.93484561,48.24234639114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.91665845,48.31001553 16.91666871,48.30998699 16.91665589,48.31000764 16.91665425,48.31001512 16.91658113,48.31003313 16.91658175,48.31003477 16.91654722,48.31006173 16.91658237,48.3100364 16.91665765,48.3100204 16.91668217,48.31006905 16.91668196,48.31007669 16.91670557,48.31010504 16.91669747,48.31007729 16.91669933,48.3100708 16.91669087,48.31006654 16.91666602,48.31001898 16.91669336,48.31000742 16.91669627,48.30999573 16.9166924,48.30998756 16.91666871,48.30998699 16.91669401,48.3099969 16.91665845,48.31001553114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.96256199,48.19932726 16.96255155,48.19933955 16.96255408,48.19934235 16.96256199,48.19932726114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.91582135,48.30608967 16.91582592,48.30609995 16.91582321,48.3060927 16.91582135,48.30608967114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.89626534,48.33555486 16.89621705,48.33557876 16.89621951,48.3355776 16.89626534,48.33555486117130Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Abflussstudie 2008 Johannesbach, km 5.000 - 11.750 Gemeinden St. Egyden, WürflachGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009PERZPLAN, Ingenieurbüro DI Thomas PerzjajaneinHW300neinneinjaWA3 - Regionalstelle Industrieviertel2D-Berechnung; Ist-Zustand; Im obersten Abschnitt (Bereich Gemeinde Würflach) keine gültige Ausweisung der HW-Überflutungszone, da die Untersuchung erst ab dem unteren Ende des Gemeindegebietes beauftragt war; Im gesamten Bearbeitungsgebiet gibt es keine Zubringer, jedoch ist der Abschnitt mit einer Vielzahl von Entwässerungsgräben ausgestattet, die berücksichtigt wurden; Projekt 9068 enthält die Überlappungsbereiche mit Projekt 1302 (Frauenbach);2022-08-30T22:00:00Z10002024-11-17T23:00:00Z16.08804037,47.7901822 16.08792477,47.79017997 16.08785959,47.79021619 16.08787186,47.79024006 16.08797056,47.79024887 16.08805275,47.79026837 16.08804037,47.7901822127430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)LEITHA - Abflussuntersuchung Zustand 2018, Leithawasserverband IVGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2020Werner Consult ZT GmbHjajaneinHW300neinneinneinWA3 - Regionalstelle Industrieviertel2d-Berechnung, instationär; Zustand 2018; die ÜF der RHBs Katzelsdorf und Lichtenwörth wurden 2021 ergänzt; Projekt 9054 enthält die Überlappungsbereiche mit Projekt 1201 (Pitten); Projekt 9066 enthält die Überlappungsbereiche mit Projekt 1302 (Warme Fischa); 2022-08-29T22:00:00Z10002024-11-17T23:00:00Z16.30417734,47.84705717 16.30417639,47.84705709 16.30417554,47.84706118 16.30419266,47.8470662 16.30418192,47.84705947 16.3041795,47.84705747 16.30417734,47.84705717111130Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)ABU I - Abflussuntersuchung Niederösterreich - Lainsitz, Braunaubach, Romaubach und ReißbachGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2006Geoconsult Wien ZT GmbHjajaneinHW300neinneinneinWA3 - Regionalstelle Waldviertel2D-Berechnung; Neuberechnung von Reißbach und Romaubach aufgrund neuer Bemessungswassermengen (Jänner 2007); 2009/2010 wurde die "Ergänzung Kastenitzerbach" erstellt und als eigenes Projekt (bis zur Mündung in den Reißbach) digital übernommen; 2012-12-31T23:00:00Z10002024-11-17T23:00:00Z15.05296918,48.81704992 15.05296881,48.8169747 15.05297025,48.81694886 15.05283961,48.81648827 15.05278974,48.81635015 15.05275531,48.81627996 15.05274122,48.81628857 15.05271837,48.8163035 15.05271281,48.81630507 15.05270724,48.816305 15.05263256,48.8162873 15.0524983,48.81633109 15.05246624,48.81641178 15.05243661,48.81646604 15.05243739,48.81661249 15.05248709,48.81664539 15.0525489,48.8167326 15.05264795,48.81675521 15.05265139,48.81675674 15.0527028,48.81679373 15.05275286,48.81690053 15.05283195,48.81693614 15.05283494,48.81693843 15.05287281,48.81699195 15.05292236,48.81699219 15.05292809,48.81699387 15.05293121,48.81699621 15.05296918,48.81704992123730Detailprojekt (Ausführungsprojekt, Einreichprojekt)HWS NeubruckGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2016Pöyry Energy GmbHjajanein1227neinneinneinWA3 - Regionalstelle Mostviertel2d-Berechnung, stationär; Im Bereich HWS Neubruck ist bei HQ100 die Hochwasserspiegelage der Gr. Erlauf maßgebend, der Rückstau in die Jeßnitz reicht bis etwa zur Töpperbrücke; Im Projektgebiet liegt eine ÜF bei HQ300 des Projekts ID1227 (ABU Große und Kleine Erlauf) vor; Projekt 9036 enthält den Überlappungsbereich mit Projekt 1207 (Jeßnitz) bei HW30;2017-03-29T22:00:00Z10002024-11-17T23:00:00Z15.17908905,47.98035091 15.17908422,47.9803546 15.17907531,47.98036217 15.17908905,47.98035091116830Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Abflussuntersuchung Untere Traisen - Altmannsdorfer Wehr bis Mündung in die Donau, Abflussuntersuchung Traisen - Wilhelmsburg Nord - St. Pölten SüdGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009/2010/2017DonauConsult Ingenieurbüro GmbHjajaneinHW300neinneinneinWA3 - Regionalstelle Mostviertel2D-Berechnung, stationär; Gesamtaktualisierung 2017; HQ30 und HQ100:im Mündungsbereich zur Donau, für welche auch Überflutungsflächen bei HQ30 und HQ100 berechnet wurden, wurde jeweils die Fläche mit den größeren Ausuferungen ausgewiesen; HQ300: im Mündungsbereich Überlagerung mit Donau (bordvoll), die HQ300 Überflutungsfläche wurde nur soweit übernommen, solange sie größer als jene bei HQ100 (der Traisen bzw. der Donau) ist; Projekt 9010 enthält den Überlappungsbereich mit Projekt 1184 (Donau); 2022: Instandhaltungsmaßnahmen rechtes Werksbachufer in ÜF30 u. ÜF100 berücksichtigt und die ÜF100 mit der vorhandenen ÜF300 überlagert;2022-09-12T22:00:00Z10002024-11-17T23:00:00Z15.80598851,48.37704216 15.80615027,48.37702673 15.80609727,48.37697117 15.80593038,48.37697201 15.80588573,48.37692681 15.80599041,48.37685916 15.80615936,48.37679728 15.80635025,48.37669499 15.80634386,48.37664998 15.80642388,48.37659546 15.80678573,48.37644129 15.80705041,48.37629329 15.80705839,48.37626462 15.80709015,48.37623054 15.80718626,48.37607795 15.80745692,48.37580748 15.80766282,48.37565666 15.80777236,48.37554946 15.80808731,48.3751644 15.80829475,48.37473329 15.80846244,48.3745361 15.8085475,48.37440604 15.8085822,48.37431036 15.80862522,48.37429545 15.80865793,48.37424508 15.80867417,48.37417713 15.80872436,48.374145 15.80886099,48.37398361 15.8088975,48.37383622 15.80885259,48.37374236 15.80900172,48.37365673 15.80925895,48.37341894 15.80949371,48.37325136 15.80963352,48.37318275 15.80996204,48.37306724 15.80991898,48.3729897 15.80975722,48.37296534 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15.805092,48.37387336 15.80514377,48.3739294 15.80519211,48.37397115 15.80523624,48.37403616 15.80525432,48.37405562 15.80535072,48.37413605 15.80540208,48.37419345 15.80551668,48.3742713 15.80552329,48.37428748 15.80551189,48.3743074 15.80549672,48.37431502 15.80546024,48.37434489 15.80540361,48.37437908 15.80534115,48.37440954 15.8051868,48.3745225 15.80508984,48.37458354 15.80498012,48.37467257 15.80494043,48.37470983 15.80483201,48.3747718 15.80479483,48.37478983 15.80475221,48.37480821 15.80471202,48.3748187 15.80469835,48.37482599 15.80465979,48.37483725 15.80452376,48.37489634 15.80440073,48.37493268 15.80427531,48.37495718 15.8042372,48.37496725 15.80414355,48.37497879 15.80403246,48.37501131 15.80394865,48.37504363 15.80386873,48.37509045 15.80382947,48.3751088 15.80377682,48.37512738 15.80374494,48.37513096 15.80373044,48.37512614 15.80372161,48.37511815 15.8037075,48.37509017114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.88472581,48.29785076 16.88472255,48.29785808 16.88471459,48.29787686 16.88472581,48.29785076114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.91723336,48.2753374 16.91720859,48.27535198 16.9172016,48.27535615 16.91723336,48.2753374118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z15.73557386,48.3794343 15.73559574,48.37941961 15.73548706,48.37949087 15.73480766,48.37993157 15.73411153,48.38042494 15.73353376,48.38078159 15.73314472,48.38099475 15.73249239,48.38131587 15.73199921,48.38154587 15.7320547,48.38152219 15.73210452,48.3815023 15.73212597,48.38149292 15.73214442,48.38148809 15.73217514,48.38147811 15.73218695,48.38147355 15.73219838,48.38146767 15.73225762,48.38143481 15.73228094,48.38142297 15.73247607,48.38133489 15.73262523,48.38126591 15.73270212,48.38122713 15.73272416,48.3812168 15.73283116,48.38116186 15.73304714,48.38105295 15.73322842,48.38095901 15.73325913,48.38095324 15.73327846,48.38094314 15.73329635,48.38093154 15.73333786,48.38090121 15.73336374,48.38088468 15.73346752,48.3808272 15.7334982,48.38081083 15.73354038,48.38078921 15.73357125,48.38077274 15.73367309,48.38071081 15.73370287,48.38069324 15.73374533,48.38066932 15.73377497,48.38065183 15.73387269,48.38058977 15.7339018,48.38057094 15.73393968,48.38054535 15.73396874,48.38052655 15.73444137,48.38020584 15.73463024,48.38007744 15.73472432,48.38001303 15.73481916,48.37994903 15.73498145,48.37983642 15.73500696,48.37981982 15.73510097,48.37975528 15.73512683,48.37973937 15.73517263,48.37971333 15.73519776,48.37969788 15.73522207,48.37967975 15.73526428,48.37964542 15.73528965,48.37962654 15.73535763,48.37958017 15.73538416,48.37956227 15.73540805,48.37954783 15.73544835,48.3795266 15.73546838,48.3795146 15.73554675,48.37945195 15.73557386,48.3794343114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.88212235,48.30366772 16.88211038,48.30369405 16.88210645,48.30370291 16.88212235,48.30366772114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.90025378,48.33357319 16.90021096,48.33357903 16.90022127,48.33358377 16.90025378,48.33357319118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.96872545,48.22227389 16.96875198,48.22223381 16.96874997,48.22223663 16.96872545,48.22227389132130GefahrenzonenplanGefahrenzonenplanung Unrechttraisen, Gemeinden Hohenberg, St. Aegyd am Neuwalde und TürnitzGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2023HYDRO Ingenieure Umwelttechnik GmbHjajaneinHW300jajaneinWA3 - Regionalstelle Mostviertel2D-Berechnung, stationär; Überlappungsbereich mit Projekt 1247 (Traisen) in Projekt 9074 dargestellt; 2024-09-16T22:00:00Z10002024-11-17T23:00:00Z15.56924439,47.97829579 15.5692204,47.97830369 15.56919539,47.97831656 15.56920137,47.97834999 15.56920497,47.9783548 15.56920459,47.97836801 15.56920497,47.97838089 15.56920337,47.97839161 15.56920648,47.97840637 15.56920657,47.97841079 15.56919982,47.97841504 15.56919509,47.97844373 15.56917975,47.978469 15.56918359,47.97849005 15.56920569,47.97850467 15.5692247,47.97850798 15.56920717,47.9785018 15.56918707,47.97848891 15.56918506,47.97847051 15.56918434,47.97846801 15.56919783,47.97844561 15.56919788,47.97844228 15.56920194,47.97841797 15.56921083,47.97841226 15.56921066,47.97840639 15.56920803,47.97839322 15.56920939,47.97837798 15.56920758,47.97835541 15.56920293,47.97834948 15.56920057,47.97831834 15.56920193,47.9783164 15.56922371,47.97830523 15.56924439,47.97829579114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.95999751,48.28623707 16.96001007,48.28627268 16.96000711,48.28626423 16.95999751,48.28623707110030Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)swwGK Leitha LWV4Gültigkeit siehe Layer 'Hochwasser-Datenverfügbark2011Werner Consult ZiviltechnikergmbHjajaneinHW300neinneinneinWA3 - Regionalstelle Industrieviertel2D-Berechnung; die Überflutungsflächen der Schwarza bleiben akutell, die Überflutungsflächen der Leitha wurden mit dem im Projekt 1274 (Zustand 2018) aktualisiert; 2020-04-14T22:00:00Z10002024-11-17T23:00:00Z16.12722741,47.72238252 16.12727659,47.7222627 16.12717305,47.72232811 16.12722741,47.72238252130230Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Abflussuntersuchungen IV, Los D.4, Frauenbach Fkm 0.0 bis 16.0, Warme Fischa Fkm 27.5 bis 5.99Gültigkeit siehe Layer 'Hochwasser-Datenverfügbark2015Dr. Blasy - Dr. Overland, Beratende Ingenieure GmbH & Co. KGjajaneinHW300neinneinneinWA3 - Regionalstelle Industrieviertel2D-Berechnung, die Warme Fischa und der Frauenbach wurden instationär mit Versickerung berechnet; 2022 Datenaustausch auf Grundlage Projekt ABU2015; Projekt 9068 enthält die Überlappungsbereiche mit Projekt 1171 (Johannesbach); Projekt 9066 enthält die Überlappungsbereiche mit Projekt 1274 (Leitha WV4); Projekt 9067 enthält die Überlappungsbereiche mit Projekt 1273 (Leitha WV3);2022-08-29T22:00:00Z10002024-11-17T23:00:00Z16.14370526,47.80581452 16.14374129,47.80589123 16.14380026,47.80585431 16.14384996,47.80584437 16.14385356,47.80584519 16.14391308,47.80579534 16.14391905,47.80579364 16.14403187,47.80578973 16.14403412,47.80579078 16.14406478,47.80583305 16.14416847,47.80582196 16.14416958,47.80581548 16.14419766,47.80580445 16.14421438,47.80576394 16.14426849,47.80578796 16.1443003,47.80578046 16.14431609,47.80579468 16.14434912,47.80580194 16.14436044,47.80580533 16.14441016,47.80578714 16.14442303,47.80578353 16.14446238,47.80577604 16.14447589,47.80578182 16.14449673,47.80578059 16.14452045,47.80578401 16.14456492,47.80578127 16.1445928,47.8058036 16.14461837,47.80580263 16.14461582,47.80582952 16.14461865,47.8058338 16.14462031,47.80583349 16.14462087,47.80583243 16.14466316,47.80579755 16.14472613,47.80577749 16.14477985,47.8057724 16.14481949,47.80575328 16.14484084,47.80575117 16.14487661,47.80574551 16.14491098,47.80575256 16.14491511,47.80575263 16.14492578,47.80575382 16.14494774,47.80575313 16.14497023,47.80575545 16.14497666,47.80575856 16.14502585,47.80577491 16.14504353,47.80576952 16.14507835,47.80575534 16.14508411,47.80575447 16.14512756,47.80573839 16.14515833,47.8057343 16.14516252,47.80573396 16.14516581,47.80573439 16.14525218,47.80572992 16.14525865,47.80573254 16.14527899,47.80573394 16.14534787,47.80572629 16.14544345,47.80571214 16.14544689,47.80571785 16.14546948,47.80578321 16.14550505,47.80578967 16.14552076,47.80578529 16.1455404,47.80577721 16.14560522,47.80577909 16.14566404,47.80574605 16.14577914,47.8058325 16.14576787,47.8058391 16.14576842,47.80586235 16.14578388,47.80588686 16.14579085,47.80589079 16.14582925,47.80586849 16.14616127,47.80610768 16.14619651,47.80613531 16.1464398,47.80633061 16.14647268,47.80635948 16.14650359,47.80638913 16.14660693,47.80637152 16.14664139,47.80639596 16.14668217,47.80643136 16.14668564,47.80642961 16.14665466,47.80640284 16.14668084,47.80641578 16.14668743,47.8064091 16.14666684,47.80638981 16.14669327,47.80641209 16.14672682,47.80643758 16.14676704,47.80645941 16.14678594,47.80647382 16.14680126,47.80648751 16.14681116,47.80650136 16.14681906,47.80650755 16.1468208,47.80650743 16.14696552,47.80658287 16.14700417,47.8066015 16.14700274,47.80660197 16.14703053,47.8066096 16.14706166,47.80661675 16.1470968,47.80662699 16.14717398,47.80664863 16.14721704,47.80666394 16.14726114,47.80667772 16.14730802,47.80668647 16.14735608,47.80668564 16.14738626,47.80667998 16.14740303,47.80667679 16.14744896,47.80666514 16.14749825,47.80664856 16.14753473,47.80663515 16.14756878,47.80662594 16.14758883,47.80662132 16.14760348,47.80661749 16.14762439,47.80661266 16.14763822,47.80660912 16.14765979,47.80660521 16.14767398,47.8066017 16.14769394,47.80659757 16.14770901,47.80659389 16.14774478,47.80658631 16.14778241,47.80657074 16.14782734,47.80655122 16.14783396,47.8065486 16.14785446,47.80653885 16.14786087,47.80653632 16.14788576,47.80652509 16.14790885,47.80651398 16.14797789,47.80648417 16.14803238,47.8064615 16.14804882,47.80645375 16.14816868,47.80641054 16.1482673,47.80639071 16.14827289,47.80638911 16.1482756,47.80637737 16.14827039,47.80637386 16.14826114,47.80637472 16.14824748,47.80637716 16.14823762,47.80637815 16.14817722,47.80638859 16.14816819,47.80639047 16.1481541,47.8063929 16.1481458,47.80639566 16.14810872,47.80640939 16.14807511,47.80642274 16.14806021,47.80642941 16.14805407,47.80643283 16.14804519,47.80643625 16.14803222,47.80644315 16.14801763,47.80644857 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16.14053186,47.80544707 16.14050582,47.80544535 16.14046099,47.80544348 16.14045581,47.80544747 16.14045447,47.80544737 16.14045063,47.80544782 16.14038414,47.80546348 16.14036666,47.80545821 16.14033771,47.80545657 16.14032468,47.80544906 16.1403035,47.80545346 16.14032902,47.80544178 16.1403449,47.80542919 16.1403613,47.80541856 16.1404228,47.80540688 16.14146708,47.80521567 16.14179752,47.80515423 16.1425677,47.80501277 16.1426043,47.80500581 16.14262529,47.80500311 16.14264091,47.80500034 16.14274102,47.80499539 16.14276682,47.8049947 16.14279045,47.80499168 16.1427894,47.80499019 16.1428341,47.80499683 16.1428778,47.80500288 16.14292334,47.80500985 16.14292405,47.80501102 16.14295488,47.80501262 16.14296226,47.80501183 16.14300126,47.80501342 16.14304078,47.80501552 16.14307609,47.80502136 16.14339351,47.80507633 16.14374574,47.80513781 16.14381548,47.80515051 16.14383226,47.80515809 16.14384627,47.80516506 16.14387847,47.80517803 16.14391198,47.80518942 16.14394657,47.80519922 16.14398274,47.80520578 16.14401975,47.80521013 16.14405714,47.80521246 16.14408324,47.80521224 16.14409454,47.80521207 16.14413184,47.80520941 16.1441689,47.80520567 16.14420394,47.80519781 16.14428562,47.80519825 16.1443132,47.8052009 16.14429205,47.80521253 16.14427521,47.80520836 16.1442521,47.80520946 16.14424025,47.80521322 16.14423476,47.80522775 16.14425628,47.80525813 16.1442052,47.8052587 16.14416209,47.80524677 16.14414241,47.80525162 16.14412175,47.80526446 16.1441145,47.80526295 16.14410356,47.80527496 16.1440839,47.80530411 16.14407619,47.80532685 16.1440519,47.80534818 16.1440016,47.80537775 16.14392152,47.80541161 16.14392817,47.80544488 16.14379659,47.80549724 16.14374601,47.80552454 16.14375012,47.80554601 16.14372829,47.80552165 16.14367127,47.80553124 16.14375432,47.80564308 16.14385871,47.8056598 16.14391152,47.80566602 16.14407166,47.80567805 16.14409582,47.805646 16.14411886,47.80561345 16.144155,47.80554551 16.14417637,47.80547475 16.14417941,47.80546342 16.14415717,47.80542787 16.14415832,47.80540965 16.14415745,47.8053952 16.1441742,47.80535727 16.14417978,47.80533694 16.14419847,47.80530836 16.14420732,47.80529773 16.14427397,47.80527645 16.14431239,47.80533927 16.14431967,47.80533978 16.14432994,47.80531771 16.14432832,47.80528428 16.14434493,47.80528007 16.1443531,47.80528501 16.14439804,47.80524606 16.14444023,47.80524213 16.14444347,47.8052396 16.1444574,47.80521487 16.14447071,47.80521444 16.14471583,47.80524342 16.14481943,47.80525543 16.14484568,47.80525813 16.14487057,47.8052614 16.14489647,47.80526945 16.14490147,47.80527076 16.14491464,47.80527576 16.14491592,47.80527498 16.14493867,47.80528169 16.14493759,47.80528225 16.1449562,47.80528923 16.14497299,47.80529334 16.14500354,47.80530403 16.14503372,47.80531547 16.14505312,47.80532494 16.14506065,47.80532935 16.14507212,47.80533345 16.14509808,47.80534449 16.14515161,47.80536559 16.14521085,47.80538955 16.14524505,47.80540271 16.14528631,47.80541906 16.14536115,47.80544968 16.1454064,47.8054667 16.14555083,47.80552354 16.14558822,47.8055387 16.14562488,47.80555415 16.14564432,47.80556395 16.14565637,47.80557194 16.14567556,47.80558209 16.14568763,47.80558989 16.14570387,47.80560249 16.14572319,47.80561502 16.14572406,47.80561444 16.14577674,47.80564654 16.14577597,47.80564699 16.14579669,47.80566632 16.14579595,47.80566784114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.91740097,48.31165776 16.91739518,48.31165773 16.9173785,48.31166006 16.91728636,48.31168308 16.91739599,48.31165854 16.91740097,48.31165776118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.89452489,48.33640063 16.89456333,48.33638177 16.89456129,48.33638276 16.89452489,48.33640063114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.92949224,48.24215061 16.92957932,48.24217907 16.9294971,48.2421521 16.92949224,48.24215061114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.97836332,48.18313551 16.97832634,48.18314166 16.97833065,48.18314164 16.97836332,48.18313551119730Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)ABU V, Los E.2 NadelbachGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2014DonauConsult Ingenieurbüro GmbHjajaneinHW300neinneinneinWA3 - Regionalstelle Mostviertel2D-instationäre Berechnung mit TUFLOW; verwendetes Geländemodell: DTM 1x1m aus ALS, 2008; terrestrische Vermessung 2012; 2016-10-17T22:00:00Z10002024-11-17T23:00:00Z15.59222454,48.18654043 15.59225118,48.18655859 15.59227807,48.18655877 15.59226475,48.18654969 15.59222454,48.18654043114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.97432457,48.704184 16.97427136,48.70407565 16.97439992,48.70414389 16.97452056,48.70408676 16.97464563,48.7041191 16.97477714,48.70414598 16.97490412,48.70410527 16.97501701,48.7040086 16.97507149,48.70411445 16.97512598,48.70408432 16.97519491,48.70398164 16.9751638,48.70392332 16.97511465,48.7038962 16.97502181,48.70397314 16.9749831,48.70382832 16.97497778,48.70382564 16.97497369,48.70382581 16.97499556,48.70397858 16.97499571,48.70398719 16.97470875,48.70403751 16.97454926,48.70401092 16.9745227,48.70397414 16.97446644,48.70401895 16.97424122,48.70402839 16.97423503,48.70403166 16.974183,48.704036 16.9740425,48.70407137 16.97399675,48.70407305 16.97378467,48.70410392 16.97359929,48.70414069 16.97359508,48.70415734 16.97346162,48.70431125 16.97344039,48.70432465 16.97339462,48.70445652 16.97353018,48.70448901 16.97371749,48.70445263 16.97379487,48.70441685 16.97388305,48.70439059 16.9739889,48.70432915 16.97400887,48.70431527 16.97403388,48.70431262 16.97424031,48.70429881 16.97432457,48.704184113330Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Abflussuntersuchung Piesting und Große FischaGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2008Brandt Gerdes Sitzmann Wasserwirtschaft GmbHjajaneinHW300neinneinjaWA3 - Regionalstelle Industrieviertel2D-Berechnung; Gutenstein bis A2stationär u. instationär, A2bis Gramatneusiedl instat, Gramatneusiedl bis Fischamend stat u.instat; Annahme Versickerung zw.A2u Ebreichsdorf;an Zubringerprojekten jeweils die größeren Ausuferungen digital übern.; Projekt 9006 enthält die Überlappungsbereiche mit Proj 1184 (Donau); ÜF berücksichtigen den DonauHWS der Stadtgemeinde Fischamend (2010 übern.); 2022: Aktualisierung ÜF HQ100 bei Gramatneusiedl aufgrund Geländeanpassung Feldgasse (2014); Im Bereich St.Margarethen/Moos wurde 2015 der HWS am Fischagraben fertig gestellt und die ÜF30undÜF100 aus Maßnahmenkonzept der ABU übernommen (2021), die ÜF300 entspricht der Umhüllenden aus ÜF300Bestand und ÜF100 nach Maßnahmen;2022-05-18T22:00:00Z10002024-11-17T23:00:00Z16.51262474,48.03906952 16.51265996,48.03906545 16.51266394,48.03906722 16.51266203,48.03906325 16.51265971,48.03906157 16.51262474,48.03906952118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.91717162,48.30998815 16.91717161,48.30998692 16.91715667,48.3100401 16.91717162,48.30998815114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.95624861,48.24030439 16.95618847,48.2403156 16.95623865,48.24030656 16.95624861,48.24030439118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.96429825,48.22748861 16.96449712,48.22736509 16.96429937,48.22748748 16.96429791,48.22748851 16.96429765,48.2274893 16.96429825,48.22748861114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.93291384,48.24294538 16.93286618,48.24296121 16.9329101,48.24294669 16.93291384,48.24294538127430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)LEITHA - Abflussuntersuchung Zustand 2018, Leithawasserverband IVGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2020Werner Consult ZT GmbHjajaneinHW300neinneinneinWA3 - Regionalstelle Industrieviertel2d-Berechnung, instationär; Zustand 2018; die ÜF der RHBs Katzelsdorf und Lichtenwörth wurden 2021 ergänzt; Projekt 9054 enthält die Überlappungsbereiche mit Projekt 1201 (Pitten); Projekt 9066 enthält die Überlappungsbereiche mit Projekt 1302 (Warme Fischa); 2022-08-29T22:00:00Z10002024-11-17T23:00:00Z16.22446244,47.73413636 16.22443043,47.73411259 16.22442764,47.73412876 16.22440945,47.7341291 16.22442241,47.73414024 16.22441698,47.73416104 16.22446244,47.73413636114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.91551058,48.2784646 16.91551205,48.27847327 16.91551368,48.27848255 16.91551058,48.2784646129730GefahrenzonenplanGefahrenzonenplanung Schwechat UnterlaufGültigkeit siehe Layer 'Hochwasser-Datenverfügbark202127.9.2021Werner Consult ZT GmbHjajaneinHW300jajaneinWA3 - Regionalstelle Industrieviertel2D-Berechnung; Schwechat km 6.40-34.50 und Triesting km 0.00 bis 3.37 instationär; Mödling km 0.00-2.68, Krottenbach km 0.00-1.70, Petersbach km 0.00-1.00 und Liesing km 0.00-1.00 stationar; Projekt 9061 enthält die Überlappungsbereiche mit Projekt 1167 (Liesing und Mödling); Projekt 9062 enthält die Überlappungsbereiche mit Projekt 1090 (Triesting); Projekt 9063 enthält die Überlappungsbereiche mit Projekt 1184 (Donau); 2022-08-28T22:00:00Z10002024-11-17T23:00:00Z16.36910409,48.07855586 16.36913455,48.07855377 16.36911874,48.07855465 16.36910409,48.07855586127430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)LEITHA - Abflussuntersuchung Zustand 2018, Leithawasserverband IVGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2020Werner Consult ZT GmbHjajaneinHW300neinneinneinWA3 - Regionalstelle Industrieviertel2d-Berechnung, instationär; Zustand 2018; die ÜF der RHBs Katzelsdorf und Lichtenwörth wurden 2021 ergänzt; Projekt 9054 enthält die Überlappungsbereiche mit Projekt 1201 (Pitten); Projekt 9066 enthält die Überlappungsbereiche mit Projekt 1302 (Warme Fischa); 2022-08-29T22:00:00Z10002024-11-17T23:00:00Z16.23099436,47.73607134 16.23096897,47.73606463 16.23095704,47.73607118 16.23101298,47.7360916 16.23099436,47.73607134118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.87415595,48.32325902 16.8741457,48.3232818 16.87415256,48.32326661 16.87415595,48.32325902131130Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)ABU Enns km 3,300 - km 8,200Gültigkeit siehe Layer 'Hochwasser-Datenverfügbark2021Ingenieurbüro Dr. Lang ZT-GmbHjajaneinHW300neinneinneinWA3 - Regionalstelle Mostviertel2D-Berechnung; HQ30 stationäre Berechnung, HQ100 instationäre Berechnung mit 2-fachem Dammbruchszenario (1x Dammbruch bestehender Damm Kötting, 1 x Dammbruch bestehender Damm Ennsdorf), HQ300 stationäre Berechnung; Projekt 9069 enthält die Überlappungsbereiche mit Projekt 1184 (Donau); 2024-05-07T22:00:00Z10002024-11-17T23:00:00Z14.49537976,48.22635145 14.49539189,48.2263684 14.49541624,48.2263753 14.49537976,48.22635145114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.87322257,48.32582549 16.87320766,48.32586647 16.87320514,48.32587361 16.87322257,48.32582549118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.96055131,48.2738937 16.96055184,48.27389465 16.96057456,48.27392237 16.96055131,48.2738937114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.96732673,48.28500908 16.96734359,48.28506457 16.96730001,48.28507302 16.96733101,48.28507151 16.96734042,48.28506957 16.96734917,48.2850623 16.96735374,48.28505491 16.96732673,48.28500908127430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)LEITHA - Abflussuntersuchung Zustand 2018, Leithawasserverband IVGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2020Werner Consult ZT GmbHjajaneinHW300neinneinneinWA3 - Regionalstelle Industrieviertel2d-Berechnung, instationär; Zustand 2018; die ÜF der RHBs Katzelsdorf und Lichtenwörth wurden 2021 ergänzt; Projekt 9054 enthält die Überlappungsbereiche mit Projekt 1201 (Pitten); Projekt 9066 enthält die Überlappungsbereiche mit Projekt 1302 (Warme Fischa); 2022-08-29T22:00:00Z10002024-11-17T23:00:00Z16.23028827,47.7368913 16.23022997,47.73688491 16.23022257,47.73688518 16.2301719,47.73688125 16.23014338,47.73688165 16.23011308,47.73687392 16.23006002,47.73688055 16.23005774,47.73688111 16.22997005,47.73688464 16.22996561,47.73688711 16.22995289,47.73688625 16.22985664,47.73689163 16.22982084,47.73688624 16.22976268,47.73688794 16.22968637,47.73687136 16.22968537,47.73686978 16.22967966,47.73686457 16.22965808,47.73686251 16.22959536,47.7368384 16.22953649,47.73682419 16.22950065,47.7368072 16.22943117,47.73678271 16.22936418,47.73677387 16.22943533,47.73679032 16.22955818,47.73685222 16.22970595,47.73689266 16.23000725,47.73692206 16.23013476,47.73689043 16.23022704,47.73689494 16.23041662,47.73693713 16.23040648,47.73692701 16.23034051,47.73690681 16.23031719,47.73690137 16.2303028,47.73689591 16.23028827,47.7368913114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.90526342,48.32966373 16.90523079,48.32968952 16.90526129,48.32966544 16.90526342,48.32966373118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.93489488,48.2423332 16.93488197,48.24233654 16.93484561,48.24234639 16.93489488,48.2423332114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.96141317,48.24253778 16.96141177,48.24255707 16.96141197,48.24255467 16.96141317,48.24253778118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.91652909,48.30932291 16.91652829,48.30931917 16.91653218,48.30934017 16.91652909,48.30932291118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.87198304,48.32928374 16.87198497,48.32927724 16.87197927,48.32929447 16.87198304,48.32928374118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.96144448,48.20375392 16.96143061,48.20374557 16.96135006,48.20375234 16.96144448,48.20375392114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.88300887,48.30167732 16.88300237,48.30169053 16.8829995,48.30169719 16.88300887,48.30167732114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.95935066,48.26336304 16.9593548,48.26342986 16.95935148,48.26337136 16.95935066,48.26336304118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z15.86735975,48.35207294 15.86727979,48.35213586 15.86730407,48.35218847 15.86735975,48.35207294118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.33399967,48.30106725 16.33398594,48.30105857 16.33398829,48.30106279 16.3339926,48.30107406 16.33400071,48.30108728 16.33400304,48.30109339 16.33400357,48.30109774 16.33400605,48.30110526 16.33401095,48.30111162 16.33400984,48.30111667 16.33402311,48.30112286 16.33402339,48.3011236 16.33413804,48.30120068 16.33399967,48.30106725132130GefahrenzonenplanGefahrenzonenplanung Unrechttraisen, Gemeinden Hohenberg, St. Aegyd am Neuwalde und TürnitzGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2023HYDRO Ingenieure Umwelttechnik GmbHjajaneinHW300jajaneinWA3 - Regionalstelle Mostviertel2D-Berechnung, stationär; Überlappungsbereich mit Projekt 1247 (Traisen) in Projekt 9074 dargestellt; 2024-09-16T22:00:00Z10002024-11-17T23:00:00Z15.56785939,47.97440057 15.56786166,47.97440296 15.56786251,47.97440366 15.56785939,47.97440057118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.91574333,48.30532781 16.91573915,48.3053047 16.91573731,48.30529766 16.91574333,48.30532781114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.93856275,48.24163279 16.93850529,48.24164756 16.9385069,48.24164747 16.93856275,48.24163279118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.89946536,48.28033272 16.8994795,48.28033637 16.89955101,48.28035618 16.89956699,48.28035825 16.89946536,48.28033272118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.94116131,48.22112373 16.94114817,48.22112226 16.94117526,48.22112772 16.94116131,48.22112373117130Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Abflussstudie 2008 Johannesbach, km 5.000 - 11.750 Gemeinden St. Egyden, WürflachGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009PERZPLAN, Ingenieurbüro DI Thomas PerzjajaneinHW300neinneinjaWA3 - Regionalstelle Industrieviertel2D-Berechnung; Ist-Zustand; Im obersten Abschnitt (Bereich Gemeinde Würflach) keine gültige Ausweisung der HW-Überflutungszone, da die Untersuchung erst ab dem unteren Ende des Gemeindegebietes beauftragt war; Im gesamten Bearbeitungsgebiet gibt es keine Zubringer, jedoch ist der Abschnitt mit einer Vielzahl von Entwässerungsgräben ausgestattet, die berücksichtigt wurden; Projekt 9068 enthält die Überlappungsbereiche mit Projekt 1302 (Frauenbach);2022-08-30T22:00:00Z10002024-11-17T23:00:00Z16.09575512,47.78477275 16.09591728,47.78481504 16.09602654,47.78479975 16.09607476,47.78471875 16.09593127,47.78463971 16.09579426,47.7846757 16.09575512,47.78477275114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.97843566,48.18341774 16.97842854,48.1834298 16.97843278,48.18342321 16.97843566,48.18341774114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.94968487,48.26033081 16.94969974,48.2603539 16.94970682,48.26036462 16.94968487,48.26033081114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.88975519,48.33810537 16.88969691,48.33812271 16.88974319,48.33810969 16.88975519,48.33810537118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.97732108,48.19010155 16.97731911,48.19010758 16.9773194,48.19012033 16.97732108,48.19010155128130GefahrenzonenplanGefahrenzonenplan Neubingbach, BischofstettenGültigkeit siehe Layer 'Hochwasser-Datenverfügbark202018.11.2020DonauConsult Ingenieurbüro GmbHjajaneinHW300jajaneinWA3 - Regionalstelle Mostviertel2d-Berechnung, instationär: km 0 - km 0.49, stationär km 0.49 bis km 3.38; Projekt 9059 enthält die Überlappungsbereiche mit Projekt 1118 (Sierning); 2021-05-18T22:00:00Z10002024-11-17T23:00:00Z15.46697836,48.12314354 15.4669753,48.12314404 15.46696895,48.12314436 15.46696313,48.12314556 15.46696151,48.12314622 15.46696105,48.12314696 15.46696423,48.12315202 15.46697836,48.12314354114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.91579561,48.30602025 16.91580938,48.30606441 16.91580728,48.3060553 16.91579561,48.30602025114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.96064795,48.2882033 16.96065952,48.28823788 16.96065675,48.28822889 16.96064795,48.2882033130230Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Abflussuntersuchungen IV, Los D.4, Frauenbach Fkm 0.0 bis 16.0, Warme Fischa Fkm 27.5 bis 5.99Gültigkeit siehe Layer 'Hochwasser-Datenverfügbark2015Dr. Blasy - Dr. Overland, Beratende Ingenieure GmbH & Co. KGjajaneinHW300neinneinneinWA3 - Regionalstelle Industrieviertel2D-Berechnung, die Warme Fischa und der Frauenbach wurden instationär mit Versickerung berechnet; 2022 Datenaustausch auf Grundlage Projekt ABU2015; Projekt 9068 enthält die Überlappungsbereiche mit Projekt 1171 (Johannesbach); Projekt 9066 enthält die Überlappungsbereiche mit Projekt 1274 (Leitha WV4); Projekt 9067 enthält die Überlappungsbereiche mit Projekt 1273 (Leitha WV3);2022-08-29T22:00:00Z10002024-11-17T23:00:00Z16.30484219,47.84602371 16.30483365,47.84594879 16.30482749,47.84598116 16.30483174,47.84600204 16.30482942,47.84602601 16.30482737,47.84603408 16.30482979,47.84605443 16.30484219,47.84602371114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.95790822,48.24026933 16.95790463,48.24027182 16.9578791,48.24030098 16.95790822,48.24026933118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.91528215,48.2766457 16.91528468,48.27660838 16.915281,48.27665534 16.91528215,48.2766457118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.84748958,48.34784148 16.84747746,48.34786125 16.84748837,48.34784785 16.84748958,48.34784148114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.90334178,48.28139569 16.9034283,48.28141811 16.90335562,48.28139924 16.90334178,48.28139569132130GefahrenzonenplanGefahrenzonenplanung Unrechttraisen, Gemeinden Hohenberg, St. Aegyd am Neuwalde und TürnitzGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2023HYDRO Ingenieure Umwelttechnik GmbHjajaneinHW300jajaneinWA3 - Regionalstelle Mostviertel2D-Berechnung, stationär; Überlappungsbereich mit Projekt 1247 (Traisen) in Projekt 9074 dargestellt; 2024-09-16T22:00:00Z10002024-11-17T23:00:00Z15.56743651,47.9735185 15.56743471,47.97351998 15.56743573,47.97352568 15.56742734,47.97354132 15.56743147,47.97356899 15.56743591,47.97358574 15.56743651,47.97358297 15.56743416,47.97356538 15.56743382,47.9735486 15.56743651,47.9735185123830Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)HWS Kamp UnterlaufGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2015Werner Consult ZT GesmbhjajaneinHW300neinneinneinWA3 - Regionalstelle Waldviertel2D-Berechung, instationär; Fertigstellung der HWS-Maßnahmen: 2015; Die Ausweisungen wurden nach Rückspache mit dem Planer von der Bahnlinie in der KG Hadersdrof flussab digital übernommen; In der KG Hadersdorf liegen Ausweisungen der roten Zone Flussbau aus dem Ausführungsprojekt Hochwasserschutz Kammern (ID 1266) vor; Überlappungsbereich mit Projekt 1184 in Projekt 9039 dargestellt (HW30, HW100 und HW300);2019-03-31T22:00:00Z10002024-11-17T23:00:00Z15.75392364,48.38358274 15.75395049,48.38358078 15.75396461,48.38358108 15.75400489,48.38358603 15.75407581,48.38363279 15.75413306,48.38359626 15.75419829,48.38358909 15.75427686,48.38358289 15.75432143,48.38359118 15.75437771,48.38358836 15.75445832,48.38358672 15.75453077,48.38358096 15.7546196,48.38355919 15.7547637,48.38361869 15.75477509,48.38360446 15.75483482,48.3835127 15.75490467,48.38350619 15.75493214,48.38351437 15.75507097,48.38361057 15.75509475,48.3834537 15.75508291,48.38343526 15.75510179,48.38342822 15.75506431,48.38339154 15.75504532,48.38339066 15.75501566,48.38338213 15.75500452,48.38338223 15.75498925,48.38338641 15.75498004,48.38338928 15.75496671,48.38338951 15.75495024,48.38339428 15.75493317,48.38339527 15.75491693,48.38339792 15.75487808,48.3834055 15.75485553,48.3834069 15.75476435,48.38339681 15.7547429,48.38338424 15.75470067,48.38338828 15.75462113,48.38338909 15.75460173,48.38339047 15.75456791,48.38341256 15.75447194,48.38340952 15.75442104,48.38340531 15.75441907,48.38340484 15.75441329,48.38340744 15.75439092,48.38341623 15.75431837,48.38342572 15.75427781,48.3834321 15.75425556,48.38345044 15.75422797,48.38345801 15.75419982,48.3834531 15.75416315,48.38346266 15.7540737,48.3834734 15.75405093,48.38347472 15.75400342,48.3834791 15.75392783,48.38347913 15.75383494,48.38348224 15.75379076,48.38348724 15.75377554,48.38348735 15.75373687,48.38349311 15.75369791,48.38352934 15.75369912,48.38354017 15.7536845,48.38359201 15.75355891,48.38360834 15.75358609,48.38388257 15.75387433,48.38394705 15.75393569,48.38369079 15.75389796,48.38361932 15.75392364,48.38358274118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.89515819,48.33608302 16.89514866,48.33608734 16.89511584,48.33610321 16.89515819,48.33608302114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.9285392,48.26503993 16.92852638,48.26504119 16.92848676,48.26504611 16.9285392,48.26503993118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z14.51157509,48.22844391 14.5115698,48.22845805 14.51157857,48.22847507 14.51157509,48.22844391118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.95365251,48.24090697 16.95364619,48.24090258 16.95364744,48.24090597 16.95365251,48.24090697118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.96151289,48.27207313 16.96151738,48.27208517 16.96156591,48.27211401 16.96151289,48.27207313114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.88623325,48.34065282 16.88620485,48.34068471 16.88623105,48.34065536 16.88623325,48.34065282118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.85647058,48.34063752 16.85638651,48.34063615 16.85640329,48.34063842 16.85647058,48.34063752114630Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)ABU IV - Los D.1 (Seebach, Moosbach, Stössingbach, Michelbach, Perschling Oberlauf)Gültigkeit siehe Layer 'Hochwasser-Datenverfügbark2010DonauConsult Zottl & Erber Zt.-GmbHjajaneinHW300neinneinneinWA3 - Regionalstelle MostviertelBerechnung des Ist-Zustandes anhand detaillierter 2D-Berechnung; Überlappungsbereich mit Projekt 1246 in Projekt 9047 dargestellt; 2022: HWS Gedesag, Würmla in ÜF30 u. ÜF100 berücksichtigt; 2022-09-12T22:00:00Z10002024-11-17T23:00:00Z15.92751985,48.24547994 15.92751903,48.24547755 15.92751902,48.24547854 15.92751985,48.24547994114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.93147209,48.23875688 16.93154052,48.23889938 16.93154086,48.23889995 16.93147209,48.23875688114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.91563515,48.31048676 16.91561105,48.31048571 16.91562396,48.31048803 16.91563515,48.31048676114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.89347863,48.30164256 16.89349587,48.30164732 16.89359831,48.30166656 16.89347863,48.30164256118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.91570662,48.30515097 16.915706,48.30514793 16.91570764,48.30515664 16.91570662,48.30515097118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.9152991,48.2772047 16.91529599,48.2771719 16.91529426,48.27716174 16.9152991,48.2772047118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.97803932,48.18376775 16.97803554,48.18378719 16.97804137,48.18377075 16.97803932,48.18376775118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.93489488,48.2423332 16.93499692,48.2423083 16.93498303,48.24231015 16.93489488,48.2423332118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z15.35253866,48.23686383 15.35258997,48.2368555 15.35261689,48.23685573 15.35261723,48.23683775 15.35267107,48.23683821 15.35272526,48.23682069 15.35276163,48.23678644 15.35269289,48.23680866 15.35262521,48.23682807 15.35253866,48.23686383114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.86108238,48.35355578 16.8610674,48.35355477 16.86107813,48.35355588 16.86108238,48.35355578114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.92735406,48.29741766 16.92729633,48.29741957 16.9273057,48.29741947 16.92735406,48.29741766112230Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Abflussuntersuchungen II Niederösterreich, Los B.5, Wien / Wolfsgraben / Kleine TullnGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2006/2007ARGE ILF-HPI-AngstjajaneinHW300neinneinjaWA3 - Regionalstelle Mostviertel2D-Berechnung; Überflutungsflächen für den Ist-Zustand wurden digital übernommen; in der Studie wurde auch ein Planzustand HW100 ermittelt; Überlappungsbereich mit Projekt 1246 in Projekt 9046 dargestellt; 2018-03-11T23:00:00Z10002024-11-17T23:00:00Z16.01411354,48.27853045 16.01411403,48.27853971 16.01412135,48.27855405 16.01412691,48.27856917 16.01412992,48.27858748 16.01414199,48.27860709 16.01414216,48.27860849 16.01414465,48.27861208 16.01415411,48.27863177 16.01415648,48.27863783 16.0141596,48.27865676 16.01417042,48.27867856 16.01417326,48.27868665 16.01418913,48.27871451 16.01419624,48.27873089 16.01420284,48.27874822 16.01420435,48.27875084 16.01420002,48.27877795 16.01420016,48.27880422 16.01421346,48.27881619 16.01419054,48.27882313 16.01417404,48.27884044 16.01417719,48.2788483 16.01417631,48.27885278 16.01418193,48.27888443 16.01418406,48.27891893 16.01418512,48.27892366 16.01418805,48.27894861 16.01420141,48.27896878 16.0142044,48.27897701 16.01420391,48.27898541 16.01419738,48.27900545 16.01420713,48.27902374 16.01420776,48.27902581 16.01420818,48.27903281 16.01420814,48.27904755 16.01420849,48.27904961 16.01421291,48.27906002 16.0142166,48.2790715 16.01421734,48.2790752 16.01422508,48.2790955 16.01422687,48.2791228 16.0142282,48.27913168 16.01423676,48.27914904 16.01423872,48.27915913 16.01423726,48.27918015 16.01423703,48.27920623 16.01423582,48.27921328 16.01423416,48.27923314 16.01422922,48.27924095 16.01423629,48.27925303 16.01423593,48.27926238 16.01423546,48.27926678 16.0142232,48.27928503 16.01421931,48.27929637 16.01421806,48.27931903 16.01421719,48.2793268 16.01421379,48.27933263 16.01420353,48.27935646 16.01419693,48.27936998 16.01419424,48.27938063 16.0141861,48.27939536 16.01418766,48.27941274 16.01418622,48.27941508 16.01417086,48.2794308 16.01414846,48.27946579 16.01414279,48.27947354 16.01414215,48.27949235 16.01413947,48.27949677 16.01412369,48.27950927 16.0141104,48.27952965 16.01410333,48.27953622 16.01408418,48.27957088 16.01408157,48.27957749 16.01406071,48.27961689 16.01404261,48.27964603 16.01401729,48.27968105 16.01401478,48.27968607 16.01399759,48.27971385 16.01397733,48.2797436 16.01397546,48.27975029 16.01395705,48.27978015 16.01395346,48.27978664 16.01395594,48.27981318 16.01395331,48.27981741 16.0139503,48.27982038 16.01391324,48.27984459 16.01391012,48.27985104 16.0138832,48.27989405 16.01388147,48.27990524 16.01386266,48.27993897 16.01385151,48.27995239 16.01383112,48.27998514 16.01382242,48.27999539 16.0138074,48.28001892 16.01380325,48.28002387 16.01377764,48.28006261 16.0137756,48.28006678 16.01374961,48.28010943 16.01371745,48.28016376 16.01371435,48.28016815 16.01371211,48.28017237 16.01369096,48.28020718 16.01368859,48.2802138 16.01365914,48.28026324 16.01365409,48.28026913 16.0136516,48.28029374 16.01364167,48.28030725 16.01363821,48.28031581 16.01361549,48.28033334 16.01360034,48.28036788 16.01358159,48.28039941 16.01357683,48.28040548 16.0135553,48.28044831 16.01355147,48.28045875 16.01354002,48.28047852 16.01353188,48.28048603 16.01351771,48.28050937 16.01350633,48.28053367 16.01350205,48.28054116 16.01347621,48.28058249 16.01345709,48.2806221 16.01343934,48.28064591 16.01343579,48.28064998 16.01341961,48.2806793 16.01341716,48.28068247 16.01339784,48.28071491 16.0133943,48.28072234 16.01337038,48.28075634 16.01336069,48.28077672 16.01335883,48.28077953 16.01334535,48.28080585 16.0133438,48.28081152 16.01333523,48.28082615 16.01330751,48.28086606 16.01329044,48.28089488 16.01328889,48.28089933 16.01327218,48.28093502 16.01326823,48.28094113 16.0132379,48.2809782 16.0132298,48.28098911 16.0132053,48.28097571 16.01322411,48.28096464 16.01321691,48.28094204 16.01322105,48.28090945 16.01323317,48.28090177 16.01321806,48.28088286 16.0131986,48.28086208 16.01315347,48.28083833 16.01312142,48.28082221 16.01308784,48.28081572 16.01301179,48.2808126 16.01300459,48.28081023 16.01292675,48.28080164 16.01284499,48.28077123 16.01284415,48.28077187 16.01284369,48.28077094 16.01283991,48.28076995 16.01276184,48.28075549 16.01275684,48.28075292 16.01274651,48.28076064 16.01271679,48.28078517 16.01269672,48.28080436 16.01266517,48.28078957 16.01266804,48.28076848 16.0126423,48.28074279 16.01261461,48.28072735 16.01257407,48.28071424 16.01254313,48.28070844 16.01250174,48.28067206 16.01249118,48.2806632 16.01244539,48.28063431 16.01239351,48.28061152 16.01239179,48.28061131 16.01239153,48.28061044 16.01232512,48.28059459 16.01231727,48.28059307 16.01229934,48.28059023 16.01225225,48.28057746 16.01218512,48.28056286 16.01218329,48.28056271 16.01218015,48.28056142 16.01216306,48.28050982 16.0120923,48.28051505 16.01206533,48.28053755 16.01202016,48.28056431 16.01203134,48.28058223 16.01206068,48.2806155 16.01207078,48.28062134 16.01207871,48.28063201 16.0121127,48.28066825 16.01211225,48.28069411 16.01213276,48.28071612 16.01210247,48.28074393 16.01209088,48.28075159 16.01208706,48.28075674 16.01207324,48.28079512 16.01206739,48.2808058 16.01208016,48.28084344 16.01209533,48.28085229 16.01208937,48.28086342 16.01209879,48.28090308 16.01210708,48.28091883 16.01208374,48.28094724 16.01207245,48.28096804 16.01209213,48.28100301 16.01209816,48.28101157 16.01209734,48.28101451 16.01212362,48.28104692 16.01215988,48.28107014 16.0121624,48.28108721 16.01216692,48.2810908 16.01215889,48.28110397 16.01212528,48.28112589 16.01214135,48.28114397 16.01213977,48.28118516 16.01214534,48.28119606 16.01215385,48.28123444 16.01214554,48.28126814 16.01214849,48.28127853 16.0121556,48.28129076 16.01217907,48.28132343 16.01217974,48.28136583 16.01218603,48.28138909 16.01216199,48.28141202 16.01215736,48.28143134 16.0121506,48.28144977 16.01215924,48.28148358 16.01221408,48.2815005 16.01223106,48.28149551 16.0122791,48.2815079 16.01231817,48.28150903 16.01233593,48.28151639 16.01234712,48.28152816 16.01233501,48.28153999 16.01231293,48.28154753 16.01229257,48.28157137 16.01222938,48.28158266 16.01220947,48.28157315 16.01215239,48.28156638 16.01212804,48.28157046 16.0120984,48.28158363 16.01212834,48.28159451 16.01216007,48.28162934 16.0121448,48.28167988 16.01214625,48.2816811 16.01223173,48.28164918 16.01224762,48.2816566 16.01224828,48.28164372 16.01228186,48.281615 16.01230396,48.28160915 16.01231747,48.28161713 16.0123305,48.28162981 16.01233014,48.28167075 16.01238963,48.28166383 16.01241679,48.28165835 16.01244554,48.28164217 16.01246444,48.2816154 16.01247873,48.28159979 16.0125426,48.2815773 16.01256473,48.28157971 16.01261793,48.2815795 16.01266009,48.28158354 16.01269241,48.28161803 16.01269513,48.28162266 16.01270309,48.28167212 16.01276623,48.2816809 16.01279648,48.28166016 16.01284017,48.28165582 16.01290319,48.28165411 16.01290111,48.28169414 16.01290296,48.28169812 16.01287849,48.28173371 16.01288104,48.28176699 16.01287715,48.28177044 16.01284621,48.28178697 16.01281838,48.28180601 16.01281707,48.2818121 16.0128083,48.28181507 16.01280167,48.28184062 16.01281543,48.2818525 16.01282056,48.28186703 16.01282506,48.28188608 16.01280581,48.28190593 16.01280316,48.28191268 16.0127937,48.2819171 16.01278278,48.28193952 16.01277502,48.28195692 16.01275939,48.28196728 16.01276055,48.28198638 16.01275722,48.28199347 16.0127577,48.28199757 16.01274751,48.28200529 16.01271688,48.28201572 16.0127077,48.28205953 16.01269828,48.28209577 16.0127057,48.28210218 16.01269601,48.28210804 16.01268927,48.28211495 16.01265054,48.28214914 16.01269134,48.28216687 16.01269972,48.28219112 16.01272013,48.28221316 16.01271918,48.28222387 16.01269622,48.28226854 16.01271078,48.28227696 16.01270632,48.28229222 16.01270516,48.28229326 16.01270719,48.28229726 16.01269041,48.28233976 16.01268667,48.28234491 16.01267125,48.28238552 16.01266878,48.28241596 16.01266241,48.28243108 16.01265781,48.28246004 16.01265854,48.2824869 16.01265961,48.28249738 16.01265911,48.2825035 16.01264353,48.28253153 16.01264608,48.28254373 16.01263511,48.28256245 16.01263199,48.28257097 16.01262605,48.28259522 16.01261873,48.28260107 16.01262278,48.28260547 16.01261365,48.28262843 16.01261054,48.28263473 16.01260304,48.28264701 16.01260184,48.28265763 16.01261097,48.28266418 16.01260897,48.28264588 16.01260982,48.28264313 16.01262609,48.28261796 16.01263699,48.28258917 16.01265053,48.28256216 16.01266725,48.28250116 16.01268089,48.28247422 16.0126918,48.28244544 16.01270796,48.28242019 16.01271897,48.28239148 16.01273256,48.2823645 16.01274101,48.28233406 16.01274663,48.28230534 16.01275223,48.28228021 16.01274969,48.28225682 16.01275255,48.28222985 16.01276344,48.28220466 16.01277434,48.28217588 16.0127905,48.28215063 16.01280152,48.28212192 16.01281511,48.28209494 16.01283188,48.28203398 16.01284552,48.28200704 16.01285643,48.28197826 16.01286997,48.28195124 16.01288668,48.28189025 16.01290038,48.28186334 16.01291134,48.28183459 16.01292761,48.28180942 16.01293852,48.28178064 16.01295206,48.28175362 16.01296866,48.28169255 16.0129822,48.28166554 16.01299321,48.28163683 16.0130041,48.28161164 16.01300707,48.28158474 16.01300452,48.28156135 16.01301265,48.28153792 16.01302095,48.281511 16.01303717,48.2814858 16.01304824,48.28145712 16.01306183,48.28143014 16.01307849,48.28136911 16.01309208,48.28134213 16.01310045,48.28131525 16.01311141,48.28129373 16.01311423,48.28127395 16.01313041,48.28125594 16.01314923,48.2812361 16.01316824,48.28121277 16.01317936,48.28118413 16.01318775,48.28115365 16.01320139,48.28112671 16.0132123,48.28109793 16.01322584,48.28107092 16.01324255,48.28100992 16.01327515,48.28095961 16.01329942,48.28093982 16.01331317,48.28091295 16.01332418,48.28088424 16.01335141,48.28083032 16.01338943,48.28078367 16.01340313,48.28075676 16.01341946,48.28073162 16.01343036,48.28070284 16.01344659,48.28067764 16.01346028,48.28065073 16.0134982,48.280604 16.01351452,48.28057887 16.01355244,48.28053214 16.01357983,48.28047833 16.01359089,48.28044965 16.01360454,48.28042271 16.01362881,48.28040292 16.01364519,48.28037782 16.01366409,48.28035442 16.01367779,48.28032752 16.01369404,48.28030587 16.01370769,48.28028609 16.01371072,48.28026632 16.01372153,48.28024483 16.01372988,48.28021802 16.01374616,48.28019292 16.01375712,48.28016417 16.01377329,48.28013893 16.01378698,48.28011202 16.01382505,48.2800654 16.01383869,48.28003846 16.01385492,48.28001325 16.01386856,48.27998631 16.01390648,48.27993959 16.01393386,48.27988577 16.01394493,48.27985709 16.01395857,48.27983015 16.01398021,48.2798086 16.01399396,48.27978172 16.01400497,48.27975301 16.0140322,48.27969909 16.01407022,48.27965244 16.01408391,48.27962553 16.01410024,48.27960039 16.01411383,48.27957342 16.0141518,48.27952673 16.01416544,48.27949978 16.01418166,48.27947458 16.01419267,48.27944587 16.01420626,48.27941889 16.01422302,48.27935792 16.01423666,48.27933098 16.01424492,48.27930396 16.0142531,48.2792805 16.0142507,48.27925707 16.01425346,48.27923017 16.01425891,48.279205 16.01425914,48.27917633 16.01424862,48.27915112 16.01424489,48.27914087 16.01424489,48.27913869 16.01424169,48.2791321 16.01423813,48.27912231 16.01423279,48.27910949 16.01422907,48.27909207 16.01422667,48.2790872 16.01422503,48.27907008 16.01423051,48.27904848 16.01422799,48.27902858 16.01423065,48.27900877 16.01422016,48.27898719 16.01421478,48.2789621 16.01420414,48.27894049 16.01420417,48.27891884 16.01420175,48.27889901 16.01420988,48.27887572 16.01422611,48.27885774 16.01423176,48.27883265 16.01422402,48.27880917 16.01421343,48.27878043 16.01420886,48.27877112 16.01421227,48.27876295 16.014207,48.27874487 16.01419645,48.2787267 16.01419106,48.27870863 16.01418672,48.27870208 16.01418419,48.27869232 16.01416375,48.27865067 16.01416195,48.27864222 16.01416197,48.27862071 16.01415127,48.27859914 16.0141353,48.27857747 16.01411428,48.27853446 16.01411354,48.2785304516.01295624,48.28102358 16.01295827,48.28103217 16.01294614,48.28102985 16.0129308,48.2810238 16.01289408,48.28099447 16.01289158,48.28097254 16.01286527,48.28093196 16.01286294,48.28092992 16.01283484,48.28089468 16.01283899,48.28088026 16.01284974,48.2808599 16.01290912,48.2808642 16.01291792,48.28087167 16.01294922,48.28090497 16.01298746,48.28097046 16.01298738,48.2809711 16.01295624,48.28102358118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.93273198,48.26549245 16.93263652,48.26547874 16.93271981,48.26549105 16.93273198,48.26549245114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.9661795,48.27966031 16.96603463,48.27969674 16.96617092,48.27966426 16.9661795,48.27966031131130Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)ABU Enns km 3,300 - km 8,200Gültigkeit siehe Layer 'Hochwasser-Datenverfügbark2021Ingenieurbüro Dr. Lang ZT-GmbHjajaneinHW300neinneinneinWA3 - Regionalstelle Mostviertel2D-Berechnung; HQ30 stationäre Berechnung, HQ100 instationäre Berechnung mit 2-fachem Dammbruchszenario (1x Dammbruch bestehender Damm Kötting, 1 x Dammbruch bestehender Damm Ennsdorf), HQ300 stationäre Berechnung; Projekt 9069 enthält die Überlappungsbereiche mit Projekt 1184 (Donau); 2024-05-07T22:00:00Z10002024-11-17T23:00:00Z14.51123309,48.22576073 14.51124425,48.22577284 14.51124149,48.22576764 14.51123309,48.22576073114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.92346031,48.24649453 16.92349229,48.24650236 16.92349634,48.24650319 16.92346031,48.24649453118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.94285812,48.26742252 16.9427561,48.26739943 16.94284084,48.26741875 16.94285812,48.26742252118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.86870766,48.33470448 16.86870778,48.33469643 16.86869344,48.33472587 16.86870766,48.33470448114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.96239007,48.29360822 16.96224117,48.29363039 16.96238392,48.29361372 16.96239007,48.29360822114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.97419273,48.19549132 16.97416607,48.19552491 16.97418716,48.1955033 16.97419273,48.19549132118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.96998979,48.20606349 16.97002478,48.20598019 16.97002143,48.20598624 16.96998979,48.20606349118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.88340166,48.30081865 16.8834277,48.30075192 16.88340106,48.30081998 16.88340166,48.30081865132130GefahrenzonenplanGefahrenzonenplanung Unrechttraisen, Gemeinden Hohenberg, St. Aegyd am Neuwalde und TürnitzGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2023HYDRO Ingenieure Umwelttechnik GmbHjajaneinHW300jajaneinWA3 - Regionalstelle Mostviertel2D-Berechnung, stationär; Überlappungsbereich mit Projekt 1247 (Traisen) in Projekt 9074 dargestellt; 2024-09-16T22:00:00Z10002024-11-17T23:00:00Z15.56855747,47.97973336 15.56855865,47.97973934 15.56856277,47.97974045 15.56855747,47.97973336114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.96112926,48.2445112 16.96112513,48.24452787 16.96112443,48.24453137 16.96112926,48.2445112127430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)LEITHA - Abflussuntersuchung Zustand 2018, Leithawasserverband IVGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2020Werner Consult ZT GmbHjajaneinHW300neinneinneinWA3 - Regionalstelle Industrieviertel2d-Berechnung, instationär; Zustand 2018; die ÜF der RHBs Katzelsdorf und Lichtenwörth wurden 2021 ergänzt; Projekt 9054 enthält die Überlappungsbereiche mit Projekt 1201 (Pitten); Projekt 9066 enthält die Überlappungsbereiche mit Projekt 1302 (Warme Fischa); 2022-08-29T22:00:00Z10002024-11-17T23:00:00Z16.31278437,47.85012331 16.31278302,47.85012301 16.31278778,47.85012541 16.31278437,47.85012331118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.96080182,48.23856718 16.96087474,48.2385256 16.9608124,48.23856081 16.96080182,48.23856718114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.89022898,48.3379592 16.89014076,48.337987 16.8901496,48.33798433 16.89022898,48.3379592130230Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Abflussuntersuchungen IV, Los D.4, Frauenbach Fkm 0.0 bis 16.0, Warme Fischa Fkm 27.5 bis 5.99Gültigkeit siehe Layer 'Hochwasser-Datenverfügbark2015Dr. Blasy - Dr. Overland, Beratende Ingenieure GmbH & Co. KGjajaneinHW300neinneinneinWA3 - Regionalstelle Industrieviertel2D-Berechnung, die Warme Fischa und der Frauenbach wurden instationär mit Versickerung berechnet; 2022 Datenaustausch auf Grundlage Projekt ABU2015; Projekt 9068 enthält die Überlappungsbereiche mit Projekt 1171 (Johannesbach); Projekt 9066 enthält die Überlappungsbereiche mit Projekt 1274 (Leitha WV4); Projekt 9067 enthält die Überlappungsbereiche mit Projekt 1273 (Leitha WV3);2022-08-29T22:00:00Z10002024-11-17T23:00:00Z16.3128202,47.85014173 16.31278778,47.85012541 16.31280595,47.85013659 16.31284608,47.85016299 16.31287165,47.85018061 16.3128202,47.85014173114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.87193442,48.3422474 16.87191193,48.34227173 16.8719171,48.34228009 16.87191796,48.34228086 16.87191805,48.3422797 16.87193442,48.3422474114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.90014523,48.33352828 16.90016082,48.33354515 16.90016703,48.33355088 16.90014523,48.33352828118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.93336402,48.29710213 16.93340164,48.29709273 16.93339753,48.29709371 16.93336402,48.29710213114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.93607893,48.24206213 16.93603803,48.24207476 16.93604041,48.24207434 16.93607893,48.24206213114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.95857936,48.23963368 16.95854825,48.23963947 16.95855444,48.23963862 16.95857936,48.23963368118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.87291951,48.32666952 16.8729227,48.32666048 16.87291267,48.32668572 16.87291951,48.32666952118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z15.83297381,48.37494301 15.83298476,48.37493571 15.83294214,48.37494434 15.83294905,48.37494481 15.83297381,48.37494301127430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)LEITHA - Abflussuntersuchung Zustand 2018, Leithawasserverband IVGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2020Werner Consult ZT GmbHjajaneinHW300neinneinneinWA3 - Regionalstelle Industrieviertel2d-Berechnung, instationär; Zustand 2018; die ÜF der RHBs Katzelsdorf und Lichtenwörth wurden 2021 ergänzt; Projekt 9054 enthält die Überlappungsbereiche mit Projekt 1201 (Pitten); Projekt 9066 enthält die Überlappungsbereiche mit Projekt 1302 (Warme Fischa); 2022-08-29T22:00:00Z10002024-11-17T23:00:00Z16.30678362,47.84562446 16.30681734,47.84555103 16.30678667,47.84556142 16.30675235,47.84560934 16.30678362,47.84562446112730Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)ABU Große und Kleine ErlaufGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2011Pöyry Energy GmbHjajaneinHW300neinneinneinWA3 - Regionalstelle Mostviertel2D-Berechnung; Überflutungsflächen für Bestand; In Mündungsbereichen von Zubringern, für welche auch Überflutungsflächen vorliegen, wurde jeweils die Fläche mit den größeren Ausuferungen digital übernommen; Neuberechnung 2011 mit aktualisierten HQ-Werten ersetzt Datenbestand aus 2006; im Bereich Scheibbs wurden keine ÜF ausgewiesen, dort gilt derzeit GZP Scheibbs; Projekt 9036 enthält den Überlappungsbereich mit Projekt 1207 (Jeßnitz) bei HW300; Projekt 9072 enthält den Überlappungsbereich mit Projekt 1313 (Erlaufzubringer);2024-09-11T22:00:00Z10002024-11-17T23:00:00Z15.12184118,48.11680194 15.12182922,48.11679917 15.1217924,48.11680138 15.12185427,48.1168299 15.12184495,48.11680854 15.12184118,48.11680194114630Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)ABU IV - Los D.1 (Seebach, Moosbach, Stössingbach, Michelbach, Perschling Oberlauf)Gültigkeit siehe Layer 'Hochwasser-Datenverfügbark2010DonauConsult Zottl & Erber Zt.-GmbHjajaneinHW300neinneinneinWA3 - Regionalstelle MostviertelBerechnung des Ist-Zustandes anhand detaillierter 2D-Berechnung; Überlappungsbereich mit Projekt 1246 in Projekt 9047 dargestellt; 2022: HWS Gedesag, Würmla in ÜF30 u. ÜF100 berücksichtigt; 2022-09-12T22:00:00Z10002024-11-17T23:00:00Z15.88207293,48.2025078 15.88206842,48.20249682 15.88205655,48.20250466 15.88207293,48.2025078118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.88280133,48.30214656 16.88280168,48.30214579 16.88280275,48.30214314 16.88280133,48.30214656114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.8488486,48.34685566 16.84883562,48.34686437 16.84877367,48.34690713 16.8488486,48.34685566114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.91896785,48.27343259 16.91895463,48.27344763 16.91894844,48.27345529 16.91896785,48.27343259118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.96031029,48.28718634 16.96029894,48.28715122 16.96030698,48.2871765 16.96031029,48.28718634124630GefahrenzonenplanGefahrenzonenplan Laabenbach/Große Tulln, Revision 2016Gültigkeit siehe Layer 'Hochwasser-Datenverfügbark2017DonauConsultjajaneinHW300jajajaWA3 - Regionalstelle Mostviertel2D-Berechnung, stationär; Szenario: HW30 Reinwasser, HW100 u. HW300 Gefahrenszenario; rot-gelber und blauer FB vorhanden; Überlappungsbereiche (HW30, HW100 und HW300) mit Projekt 1122 in Projekt 9046, mit Projekt 1146 in Projekt 9047, mit Projekt 1257 in Projekt 9049, mit Projekt 1271 in Projekt 9058 und mit Projekt 1208 (hier auch Rote Zone) in Projekt 9048 dargestellt; 2022: HWS KG Inprugg in ÜF100, ÜF300 berücksichtigt;2022-09-12T22:00:00Z10002024-11-17T23:00:00Z15.92801086,48.24715019 15.92801034,48.24714866 15.9280113,48.24715574 15.92801086,48.24715019114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.96934793,48.21016836 16.96936608,48.21016874 16.96943668,48.21017008 16.96934793,48.21016836114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.91635896,48.3088422 16.91636071,48.30885212 16.91635999,48.30884722 16.91635896,48.3088422118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.94134315,48.21890639 16.94134634,48.21890266 16.94140453,48.21881066 16.94134315,48.21890639114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.87190999,48.3294797 16.8719011,48.32950483 16.87190115,48.32951208 16.87190999,48.3294797118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.85355961,48.34305284 16.85356174,48.34304808 16.8535564,48.34305859 16.85355961,48.34305284110830Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Abflussuntersuchung UrlGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2006Werner Consult ZT GesmbHjajaneinHW300neinneinneinWA3 - Regionalstelle Mostviertel2D-Berechnung Bestand; alle Durchlässe, Schütze im Hauptfluss geöffnet, Ausleitungsregelorgane geschlossen berechnet; Im Mündungsbereich zur Ybbs, für welchen auch ÜF vorliegen, wurde jeweils die FL mit den größeren Ausuferungen digital übern.; 2010 Ergänzungsproj. "ABU Zaucha und Weistrachbach" erstellt. Im Mündungsbereich der Zaucha in die Url wurden die ÜF(30,100,300) der Projekte überlagert und in der digitalen Übernahme der ABU Zaucha und Weistrachbach Projekt 1152 zugewiesen; Im Bereich Gst.1047/4 KG Krenstetten wurde ein HWS(Einpolderung) errichtet und 2024 digital in die ÜF30,100und300 übernommen; Die ÜF HQ10 sind in einigen Bereichen nicht mehr akutell und wurden aus der digitalen Übernahme gelöscht;2024-10-07T22:00:00Z10002024-11-17T23:00:00Z14.76001035,48.07102181 14.7599444,48.07099394 14.75994355,48.07099114 14.75994813,48.07099057 14.76001757,48.07101989 14.76027144,48.0709524 14.76021651,48.07092905 14.76021633,48.07092626 14.76022154,48.07092687 14.76027769,48.07095074 14.76047037,48.07089951 14.76039963,48.07086914 14.76042993,48.07086027 14.76044125,48.07082603 14.76047815,48.07080872 14.76063771,48.07076452 14.76072809,48.07076448 14.76084778,48.07073741 14.7610414,48.07067566 14.7611712,48.07065957 14.76129612,48.07060234 14.76173642,48.07056972 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14.67705877,48.05384985 14.6771196,48.05383793 14.6771472,48.05382872 14.67715815,48.05382749 14.67726295,48.05383391 14.67728122,48.05383269 14.67730086,48.05383547 14.6773924,48.05383883 14.67741502,48.05384339 14.67744885,48.05384714 14.67751866,48.05384579 14.67754893,48.05385085 14.67758748,48.05385225 14.67765127,48.05384867 14.6776831,48.05385006 14.67771685,48.05385089 14.67779164,48.05384657 14.67781734,48.05384728 14.67783996,48.05384515 14.67793055,48.05384541 14.67795159,48.05384393 14.67797802,48.05384986 14.67806176,48.05384919 14.67808508,48.05386442 14.6781518,48.05387941 14.67821829,48.05389377 14.67822017,48.05383552 14.67824994,48.05383594 14.67826948,48.05380384 14.67826006,48.05377153 14.67832058,48.05377102 14.6783568,48.05375768 14.67837289,48.05375858 14.67847476,48.05376005 14.67849084,48.05376106 14.67849122,48.05374949 14.67885455,48.05375473 14.67885898,48.05373115 14.67889524,48.05370004 14.67889636,48.0536654 14.67890359,48.0536655 14.6789123,48.05365515 14.67892431,48.05359305 14.67901389,48.05358991 14.67903312,48.05358366 14.67904412,48.05358499 14.67915092,48.05358995 14.67916699,48.0535924 14.67920515,48.05360578 14.67924219,48.05361938 14.67929968,48.05363776 14.67935578,48.05363448 14.67937513,48.05363284 14.67943408,48.05362975 14.67949342,48.05363413 14.67952583,48.0536464 14.67956748,48.05365296 14.6795996,48.05365398 14.67969629,48.0536738 14.67970096,48.053674 14.67970373,48.05367516 14.67970341,48.05367703 14.6797961,48.05370387 14.67983371,48.05371752 14.67987846,48.05370939 14.67994848,48.05369406 14.67996874,48.05369002 14.67998293,48.05369059 14.68007423,48.05370134 14.68010249,48.05370232 14.68012658,48.05369922 14.68020508,48.05368427 14.68021157,48.05366679 14.68029079,48.05363032 14.68033173,48.05362402 14.68037364,48.05361313 14.68038821,48.0536066 14.68043522,48.05359765 14.68048781,48.05358439 14.68053816,48.05357949 14.68061354,48.05358048 14.68064313,48.05357594 14.68070254,48.05356197 14.68071875,48.0535622 14.68075202,48.05353019 14.68077483,48.0535126111130Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)ABU I - Abflussuntersuchung Niederösterreich - Lainsitz, Braunaubach, Romaubach und ReißbachGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2006Geoconsult Wien ZT GmbHjajaneinHW300neinneinneinWA3 - Regionalstelle Waldviertel2D-Berechnung; Neuberechnung von Reißbach und Romaubach aufgrund neuer Bemessungswassermengen (Jänner 2007); 2009/2010 wurde die "Ergänzung Kastenitzerbach" erstellt und als eigenes Projekt (bis zur Mündung in den Reißbach) digital übernommen; 2012-12-31T23:00:00Z10002024-11-17T23:00:00Z14.83976671,48.65848729 14.83989423,48.65816966 14.83986735,48.65817505 14.83986107,48.65817863 14.83974993,48.65842097 14.8397155,48.658455 14.8397123,48.65845688 14.83970869,48.65845797 14.8397031,48.65845815 14.83955797,48.65842844 14.83939765,48.65839854 14.83936034,48.65844967 14.83929341,48.65885768 14.83933793,48.65894976 14.83956674,48.65896907 14.83958934,48.6589541 14.83968743,48.65867798 14.83973893,48.65855988 14.83976671,48.65848729114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.94476978,48.29432171 16.94484098,48.29433988 16.94485549,48.29434221 16.94476978,48.29432171118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z14.51154793,48.22820645 14.51154473,48.22821183 14.51154493,48.22821485 14.51154972,48.22823027 14.51154793,48.22820645111130Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)ABU I - Abflussuntersuchung Niederösterreich - Lainsitz, Braunaubach, Romaubach und ReißbachGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2006Geoconsult Wien ZT GmbHjajaneinHW300neinneinneinWA3 - Regionalstelle Waldviertel2D-Berechnung; Neuberechnung von Reißbach und Romaubach aufgrund neuer Bemessungswassermengen (Jänner 2007); 2009/2010 wurde die "Ergänzung Kastenitzerbach" erstellt und als eigenes Projekt (bis zur Mündung in den Reißbach) digital übernommen; 2012-12-31T23:00:00Z10002024-11-17T23:00:00Z14.83951926,48.65905162 14.83950669,48.659042 14.83936362,48.65905001 14.83930951,48.65920298 14.83929144,48.65935393 14.83929636,48.65943726 14.83929555,48.65943979 14.83924009,48.65950475 14.83921647,48.65970208 14.83924527,48.65972434 14.83928535,48.659727 14.83931125,48.65965941 14.83931815,48.65964735 14.83939744,48.65944437 14.83944402,48.65929227 14.83947522,48.6592221 14.8395032,48.65913148 14.8395542,48.65907316 14.83951926,48.65905162118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.85420881,48.35386316 16.85426525,48.35384718 16.85421996,48.35385957 16.85420881,48.35386316119730Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)ABU V, Los E.2 NadelbachGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2014DonauConsult Ingenieurbüro GmbHjajaneinHW300neinneinneinWA3 - Regionalstelle Mostviertel2D-instationäre Berechnung mit TUFLOW; verwendetes Geländemodell: DTM 1x1m aus ALS, 2008; terrestrische Vermessung 2012; 2016-10-17T22:00:00Z10002024-11-17T23:00:00Z15.5923585,48.18657727 15.59238526,48.18658644 15.59241216,48.18658662 15.59239884,48.18657754 15.5923585,48.18657727114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.95766971,48.2065343 16.95766106,48.20656304 16.95766073,48.20657501 16.95766971,48.2065343118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.96708854,48.21080791 16.96707616,48.21080995 16.96704672,48.21082235 16.96703883,48.21082343 16.96703975,48.21082847 16.96704402,48.21083031 16.96707618,48.2108398 16.96704233,48.21082614 16.96708854,48.21080791114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.91818681,48.27442257 16.91817526,48.27443726 16.91814284,48.27448469 16.91818681,48.27442257114630Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)ABU IV - Los D.1 (Seebach, Moosbach, Stössingbach, Michelbach, Perschling Oberlauf)Gültigkeit siehe Layer 'Hochwasser-Datenverfügbark2010DonauConsult Zottl & Erber Zt.-GmbHjajaneinHW300neinneinneinWA3 - Regionalstelle MostviertelBerechnung des Ist-Zustandes anhand detaillierter 2D-Berechnung; Überlappungsbereich mit Projekt 1246 in Projekt 9047 dargestellt; 2022: HWS Gedesag, Würmla in ÜF30 u. ÜF100 berücksichtigt; 2022-09-12T22:00:00Z10002024-11-17T23:00:00Z15.92801518,48.24718435 15.9280113,48.24715574 15.92801331,48.24718077 15.92802356,48.24724555 15.9280341,48.24727437 15.92803924,48.24730676 15.92804408,48.24737513 15.92804921,48.24740752 15.92805975,48.24743634 15.92807513,48.24753352 15.92808567,48.24756234 15.92809081,48.24759473 15.9280981,48.24769368 15.92810561,48.24771597 15.92810317,48.24773292 15.92810353,48.24773415 15.92810314,48.24773687 15.92810802,48.24775364 15.92810556,48.2477707 15.92810598,48.24777155 15.92810553,48.24777465 15.92811613,48.24779627 15.92812132,48.24782147 15.92813017,48.24783952 15.92813236,48.24780691 15.92810836,48.24769538 15.92809347,48.247562 15.92807964,48.24754431 15.92806755,48.24743601 15.92805364,48.24737139 15.9280558,48.24733945 15.92804118,48.24730136 15.92802894,48.24721104 15.92801518,48.24718435118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.88590181,48.29475539 16.88589765,48.29478806 16.88590061,48.29476667 16.88590181,48.29475539118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.89047749,48.33787319 16.89052257,48.33785752 16.89051438,48.33786035 16.89047749,48.33787319114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.94351351,48.24167803 16.94350927,48.24168783 16.94350518,48.2417162 16.94351351,48.24167803114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.91560827,48.27905954 16.91560955,48.27906856 16.91561194,48.27908175 16.91560827,48.27905954118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z15.84372873,48.3695847 15.84376187,48.36956993 15.84377233,48.3695501 15.84373982,48.36953277 15.84361353,48.36949066 15.84359251,48.36949211 15.84359074,48.3695069 15.84359139,48.36951262 15.84361053,48.36953099 15.84361957,48.36954846 15.84361222,48.36955983 15.84359654,48.36956114 15.84356842,48.36955519 15.8435306,48.36954216 15.84350621,48.36954313 15.84349916,48.36954959 15.84350522,48.36956518 15.84352856,48.36957598 15.8435419,48.36957821 15.84360453,48.36957141 15.84370826,48.36958563 15.84372873,48.3695847114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.88579419,48.29536576 16.88578819,48.29538726 16.88578524,48.29539801 16.88579419,48.29536576118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.85732017,48.34062388 16.85732716,48.34062252 16.85724078,48.34062283 16.85731496,48.34062434 16.85732017,48.34062388118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.928015,48.24499568 16.92805644,48.24497717 16.92802039,48.24499323 16.928015,48.24499568124630GefahrenzonenplanGefahrenzonenplan Laabenbach/Große Tulln, Revision 2016Gültigkeit siehe Layer 'Hochwasser-Datenverfügbark2017DonauConsultjajaneinHW300jajajaWA3 - Regionalstelle Mostviertel2D-Berechnung, stationär; Szenario: HW30 Reinwasser, HW100 u. HW300 Gefahrenszenario; rot-gelber und blauer FB vorhanden; Überlappungsbereiche (HW30, HW100 und HW300) mit Projekt 1122 in Projekt 9046, mit Projekt 1146 in Projekt 9047, mit Projekt 1257 in Projekt 9049, mit Projekt 1271 in Projekt 9058 und mit Projekt 1208 (hier auch Rote Zone) in Projekt 9048 dargestellt; 2022: HWS KG Inprugg in ÜF100, ÜF300 berücksichtigt;2022-09-12T22:00:00Z10002024-11-17T23:00:00Z15.92949141,48.24618193 15.92948842,48.24618013 15.92949809,48.24619979 15.92951567,48.24621774 15.92949141,48.24618193118830Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)ABU IV, Los D4, "Wr. Becken Bäche"Gültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012IB Dr. Blasy - Dr. Overland Beratende Ingenieure GmbH & Co. KGjajaneinHW300neinneinneinWA3 - Regionalstelle Industrieviertel2D-Berechnung stationär für Auebach, 2D-Berechnung instationär für Natschbach; 2015 wurden die ÜF für den Veitsauer Bach und der Frauenbach neu ausgewiesen und unter der Projekt ID 1212 digital übernommen; 2015-04-20T22:00:00Z10002024-11-17T23:00:00Z15.92863278,47.66694274 15.92864446,47.6669394 15.9286441,47.66693892 15.92863278,47.66694274114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.91597612,48.3068842 16.91598436,48.30692688 16.91597814,48.30689384 16.91597612,48.3068842127430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)LEITHA - Abflussuntersuchung Zustand 2018, Leithawasserverband IVGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2020Werner Consult ZT GmbHjajaneinHW300neinneinneinWA3 - Regionalstelle Industrieviertel2d-Berechnung, instationär; Zustand 2018; die ÜF der RHBs Katzelsdorf und Lichtenwörth wurden 2021 ergänzt; Projekt 9054 enthält die Überlappungsbereiche mit Projekt 1201 (Pitten); Projekt 9066 enthält die Überlappungsbereiche mit Projekt 1302 (Warme Fischa); 2022-08-29T22:00:00Z10002024-11-17T23:00:00Z16.32454018,47.85904511 16.32453596,47.85903376 16.32457338,47.85921741 16.32457418,47.85919825 16.32457278,47.85918376 16.32456616,47.85914884 16.32456182,47.85911371 16.32455256,47.85908809 16.32454913,47.85907964 16.32454018,47.85904511118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z14.49397796,48.22566352 14.49407944,48.22572645 14.49419106,48.22575318 14.49425191,48.22579223 14.49430713,48.22582825 14.49436407,48.22586449 14.49439918,48.2258712 14.49439312,48.22586525 14.49438768,48.22586237 14.49437415,48.22583586 14.49431717,48.22580993 14.49429071,48.22579903 14.49425631,48.2257764 14.49423908,48.22577738 14.49424194,48.2257671 14.49423677,48.22576497 14.49421236,48.22575709 14.49419143,48.22574909 14.49418469,48.22574004 14.494181,48.22573821 14.49415586,48.22572966 14.49413094,48.22571357 14.49412432,48.22571035 14.49409431,48.22570277 14.49407398,48.22568617 14.49406517,48.22568344 14.49405185,48.22569364 14.49404137,48.22567886 14.4940182,48.22567397 14.49397796,48.22566352114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.94336988,48.21468993 16.94326925,48.21469357 16.94326867,48.21469363 16.94336988,48.21468993114630Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)ABU IV - Los D.1 (Seebach, Moosbach, Stössingbach, Michelbach, Perschling Oberlauf)Gültigkeit siehe Layer 'Hochwasser-Datenverfügbark2010DonauConsult Zottl & Erber Zt.-GmbHjajaneinHW300neinneinneinWA3 - Regionalstelle MostviertelBerechnung des Ist-Zustandes anhand detaillierter 2D-Berechnung; Überlappungsbereich mit Projekt 1246 in Projekt 9047 dargestellt; 2022: HWS Gedesag, Würmla in ÜF30 u. ÜF100 berücksichtigt; 2022-09-12T22:00:00Z10002024-11-17T23:00:00Z15.92800294,48.24709404 15.92799262,48.24706714 15.92799524,48.24708178 15.92800314,48.24710519 15.92800297,48.24712678 15.92801034,48.24714866 15.92800294,48.24709404114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.96133554,48.23821834 16.96127749,48.23826134 16.96133146,48.23822146 16.96133554,48.23821834114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.94815429,48.25795161 16.94816906,48.25797447 16.94817592,48.25798455 16.94815429,48.25795161114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.92252424,48.27100296 16.9225193,48.27101021 16.92249622,48.27104451 16.92252424,48.27100296114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.9592358,48.28367387 16.95924347,48.28372272 16.95924328,48.28371555 16.9592358,48.28367387118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.97009678,48.20562972 16.97009417,48.20558695 16.97009576,48.20562142 16.97009678,48.20562972114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.96211142,48.29262441 16.9621228,48.29265896 16.96211971,48.29264909 16.96211142,48.29262441113830Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)ABU III, Abflussuntersuchung Niederösterreich, Los C.2; Gschinzbach und LoisbachGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2007Ingenieurbüro Neukirchen - Ziviltechniker GmbH für Bauwesen, Kulturtechnik und WasserwirtschaftjajaneinHW300neinneinneinWA3 - Regionalstelle Waldviertel2D-Berechnung; Ist-Zustand; Aktualisiert im Bereich Hadersdorf im Mai 2010; Überlappungsbereich mit Projekt 1266 in Projekt 9053 dargestellt (HW30, HW100 und HW300); Die Überflutungsflächen am Loisbach wurden in der Abflussuntersuchung NÖ III, Los C.2 -Loisbach/Sirnitzbach, Ergänzung 2017 neu ausgewiesen und als eigenes Projekt mit der ID1256 übernommen; 2019-03-31T22:00:00Z10002024-11-17T23:00:00Z15.71534598,48.46072729 15.71528483,48.46071641 15.71521767,48.46072274 15.71519905,48.46076726 15.71519622,48.4608253 15.71528266,48.46089505 15.71541728,48.46085767 15.71543669,48.46076854 15.71534598,48.46072729118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.96142189,48.24219533 16.96142039,48.24212513 16.96142031,48.24212699 16.96142189,48.24219533114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.88851955,48.32385964 16.88848662,48.32385976 16.88847226,48.32386202 16.88851955,48.32385964114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.97738935,48.1896638 16.97737178,48.18976554 16.97737895,48.18975936 16.97738944,48.18967078 16.97738935,48.1896638113330Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Abflussuntersuchung Piesting und Große FischaGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2008Brandt Gerdes Sitzmann Wasserwirtschaft GmbHjajaneinHW300neinneinjaWA3 - Regionalstelle Industrieviertel2D-Berechnung; Gutenstein bis A2stationär u. instationär, A2bis Gramatneusiedl instat, Gramatneusiedl bis Fischamend stat u.instat; Annahme Versickerung zw.A2u Ebreichsdorf;an Zubringerprojekten jeweils die größeren Ausuferungen digital übern.; Projekt 9006 enthält die Überlappungsbereiche mit Proj 1184 (Donau); ÜF berücksichtigen den DonauHWS der Stadtgemeinde Fischamend (2010 übern.); 2022: Aktualisierung ÜF HQ100 bei Gramatneusiedl aufgrund Geländeanpassung Feldgasse (2014); Im Bereich St.Margarethen/Moos wurde 2015 der HWS am Fischagraben fertig gestellt und die ÜF30undÜF100 aus Maßnahmenkonzept der ABU übernommen (2021), die ÜF300 entspricht der Umhüllenden aus ÜF300Bestand und ÜF100 nach Maßnahmen;2022-05-18T22:00:00Z10002024-11-17T23:00:00Z16.54364669,48.05096499 16.54364571,48.05096541 16.54364588,48.05096548 16.54364669,48.05096499117130Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Abflussstudie 2008 Johannesbach, km 5.000 - 11.750 Gemeinden St. Egyden, WürflachGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009PERZPLAN, Ingenieurbüro DI Thomas PerzjajaneinHW300neinneinjaWA3 - Regionalstelle Industrieviertel2D-Berechnung; Ist-Zustand; Im obersten Abschnitt (Bereich Gemeinde Würflach) keine gültige Ausweisung der HW-Überflutungszone, da die Untersuchung erst ab dem unteren Ende des Gemeindegebietes beauftragt war; Im gesamten Bearbeitungsgebiet gibt es keine Zubringer, jedoch ist der Abschnitt mit einer Vielzahl von Entwässerungsgräben ausgestattet, die berücksichtigt wurden; Projekt 9068 enthält die Überlappungsbereiche mit Projekt 1302 (Frauenbach);2022-08-30T22:00:00Z10002024-11-17T23:00:00Z16.06960458,47.78319957 16.06963572,47.78311793 16.06959125,47.78305776 16.06945819,47.78307787 16.06931842,47.78312076 16.06927994,47.78318244 16.0692732,47.78319262 16.06943446,47.78318724 16.06955414,47.78314771 16.06960458,47.78319957125630Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Abflussuntersuchung NÖ III; Los C.2 -Loisbach/Sirnitzbach; Ergänzung 2017Gültigkeit siehe Layer 'Hochwasser-Datenverfügbark2017IB Neukirchen ZT GmbHjajaneinHW300neinneinneinWA3 - Regionalstelle Waldviertelgekoppeltes 1D- und 2D Modell (Flusschlauch 1D, Vorlandmodell 2D), stationär; Überlappungsbereich mit Projekt 1256 in Projekt 9053 dargestellt (HW100 und HW300); 2018-02-13T23:00:00Z10002024-11-17T23:00:00Z15.70515109,48.47020195 15.70512154,48.47022342 15.7051125,48.47023092 15.70512014,48.47022594 15.70514551,48.47020696 15.70515109,48.47020195130230Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Abflussuntersuchungen IV, Los D.4, Frauenbach Fkm 0.0 bis 16.0, Warme Fischa Fkm 27.5 bis 5.99Gültigkeit siehe Layer 'Hochwasser-Datenverfügbark2015Dr. Blasy - Dr. Overland, Beratende Ingenieure GmbH & Co. KGjajaneinHW300neinneinneinWA3 - Regionalstelle Industrieviertel2D-Berechnung, die Warme Fischa und der Frauenbach wurden instationär mit Versickerung berechnet; 2022 Datenaustausch auf Grundlage Projekt ABU2015; Projekt 9068 enthält die Überlappungsbereiche mit Projekt 1171 (Johannesbach); Projekt 9066 enthält die Überlappungsbereiche mit Projekt 1274 (Leitha WV4); Projekt 9067 enthält die Überlappungsbereiche mit Projekt 1273 (Leitha WV3);2022-08-29T22:00:00Z10002024-11-17T23:00:00Z16.13975594,47.81917302 16.13975838,47.81917012 16.13975259,47.81917356 16.13975757,47.8191736 16.13975594,47.81917302114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.85332395,48.34358752 16.85331987,48.34359688 16.85331194,48.34361623 16.85332395,48.34358752129430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hochwasserschutz Perschling Unterlauf, Dammsanierung und Herstellung der DurchgängigkeitGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2021Ingenieurbüro Dr. Lang ZT GmbHjajaneinHW300neinneinneinWA3 - Regionalstelle Mostviertel2d-Berechnung, instationär; Projekt 9060 enthält die Überlappungsbereiche mit Projekt 1184 (Donau); 2022-06-20T22:00:00Z10002024-11-17T23:00:00Z15.92884024,48.34168629 15.92880327,48.3416944 15.9287747,48.34169998 15.9287454,48.34170514 15.92868981,48.341714 15.92867224,48.3417171 15.92865736,48.34172014 15.92864062,48.34172509 15.92863297,48.3417266 15.92861717,48.34173048 15.92853482,48.34175413 15.92849541,48.34176444 15.92847024,48.34177042 15.92842741,48.34177963 15.92840618,48.34178359 15.92839228,48.34178553 15.92837161,48.34178907 15.92831056,48.34180135 15.92828991,48.34180677 15.92828565,48.34180824 15.92827618,48.34181314 15.92826925,48.34181577 15.9282935,48.34181291 15.92837456,48.34179812 15.92842867,48.34177977 15.92854543,48.3417596 15.92859078,48.34174923 15.9286584,48.34172812 15.92877989,48.34170647 15.92884024,48.34168629118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.94132244,48.22063692 16.94132239,48.22060975 16.94131837,48.22064581 16.94132244,48.22063692114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.87967893,48.31917173 16.8796644,48.31917391 16.87964029,48.31918083 16.87967893,48.31917173114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.97574034,48.19293533 16.97572826,48.1929531 16.97574028,48.19294006 16.97574034,48.19293533118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.9262369,48.26602 16.9262713,48.2659986 16.92622456,48.26602722 16.9262369,48.26602114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.97550005,48.19335046 16.97547381,48.19339027 16.97549798,48.19335552 16.97550005,48.19335046114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.88429811,48.29880138 16.88429452,48.29880936 16.88428572,48.29882914 16.88429811,48.29880138118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.96025884,48.2686021 16.96026497,48.26860946 16.96028101,48.26861495 16.96025884,48.2686021118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.95816034,48.25823404 16.95816257,48.25824001 16.95817076,48.25825394 16.95816034,48.25823404116830Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Abflussuntersuchung Untere Traisen - Altmannsdorfer Wehr bis Mündung in die Donau, Abflussuntersuchung Traisen - Wilhelmsburg Nord - St. Pölten SüdGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009/2010/2017DonauConsult Ingenieurbüro GmbHjajaneinHW300neinneinneinWA3 - Regionalstelle Mostviertel2D-Berechnung, stationär; Gesamtaktualisierung 2017; HQ30 und HQ100:im Mündungsbereich zur Donau, für welche auch Überflutungsflächen bei HQ30 und HQ100 berechnet wurden, wurde jeweils die Fläche mit den größeren Ausuferungen ausgewiesen; HQ300: im Mündungsbereich Überlagerung mit Donau (bordvoll), die HQ300 Überflutungsfläche wurde nur soweit übernommen, solange sie größer als jene bei HQ100 (der Traisen bzw. der Donau) ist; Projekt 9010 enthält den Überlappungsbereich mit Projekt 1184 (Donau); 2022: Instandhaltungsmaßnahmen rechtes Werksbachufer in ÜF30 u. ÜF100 berücksichtigt und die ÜF100 mit der vorhandenen ÜF300 überlagert;2022-09-12T22:00:00Z10002024-11-17T23:00:00Z15.83080205,48.37632046 15.83089558,48.37630552 15.83092241,48.37632958 15.83097677,48.37635195 15.83099432,48.37638211 15.83100364,48.37639041 15.83105779,48.37642314 15.83108388,48.37643144 15.8310982,48.37642934 15.83111294,48.37642136 15.8311239,48.37640059 15.83112407,48.376392 15.83111249,48.37634638 15.83109873,48.37631157 15.83109762,48.37625646 15.83108569,48.37620735 15.83107932,48.37610682 15.831045,48.37602244 15.83103842,48.3759923 15.83104434,48.37592242 15.83105293,48.37590881 15.83106152,48.37590445 15.83108852,48.37590808 15.83111701,48.37592187 15.8311387,48.37593579 15.8311357,48.37586233 15.83110104,48.37584413 15.83107417,48.37582429 15.83106602,48.37581171 15.83106769,48.37578735 15.83108073,48.37576462 15.83110145,48.37575311 15.83112474,48.37574687 15.83096849,48.37568677 15.83092115,48.37563772 15.8309152,48.37563111 15.83089055,48.37559578 15.83089294,48.37546309 15.8309765,48.37536604 15.83103485,48.37527259 15.83102253,48.37509772 15.83100762,48.37510135 15.83093909,48.37512599 15.83092413,48.375134 15.83087871,48.37517621 15.83085143,48.37519412 15.83076288,48.37522552 15.83070474,48.37525907 15.83068802,48.37526543 15.83066838,48.37526715 15.83060751,48.37526504 15.83057515,48.37527898 15.83055444,48.37530145 15.83054598,48.37532109 15.83055549,48.37532906 15.83060532,48.37533879 15.83068916,48.37533756 15.83071262,48.37534747 15.83072376,48.37535596 15.83072759,48.37537294 15.83069257,48.37539408 15.83060167,48.3754243 15.83059679,48.37542898 15.83059505,48.37544646 15.83060867,48.37546444 15.83057558,48.37546692 15.83053038,48.37546084 15.83049388,48.37546172 15.83047536,48.37546685 15.83046953,48.37547883 15.83049833,48.37549898 15.83057801,48.37552469 15.83059616,48.37553392 15.83064876,48.37557063 15.83066879,48.37558969 15.83067984,48.37560963 15.83068745,48.3756412 15.8306741,48.37569833 15.83068485,48.37575142 15.8306843,48.37576952 15.83072068,48.37581279 15.83072923,48.3758611 15.83074505,48.37587992 15.8308414,48.37596325 15.83086053,48.37598645 15.83087147,48.37600405 15.83088936,48.37606958 15.83092658,48.37611632 15.83094369,48.37614995 15.8309467,48.37619737 15.83094383,48.37622218 15.83092407,48.3762511 15.83089829,48.37627618 15.8308403,48.37627301 15.83081122,48.37628932 15.83080128,48.37630072 15.83077935,48.37630612 15.83071789,48.37630927 15.83070537,48.3763146 15.83069938,48.37632111 15.83069695,48.37632855 15.83070038,48.37634745 15.83071775,48.3763793 15.83072148,48.37640898 15.83073001,48.37643522 15.83076149,48.37645022 15.83077963,48.37645213 15.83078781,48.37645026 15.83079514,48.37644317 15.83079813,48.37643478 15.83079334,48.37641674 15.83075467,48.37638086 15.83074786,48.37636482 15.83075134,48.37635693 15.83077399,48.37633668 15.83080205,48.37632046114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.96040161,48.28746743 16.96041291,48.28750202 16.96040511,48.28747748 16.96040161,48.28746743111830Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)ABU II - Abflussuntersuchung Pielach und SierningGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2007DonauConsult Zottl & Erber Zt.-GmbHjajaneinHW300neinneinneinWA3 - Regionalstelle Mostviertel2D-Berechnung; Änderungen im August 2007; Flussab der Mündung des Deutschbachs wurde aufgrund der Veränderung des rechten Vorlandes die 2007 ausgewiesene Insel aus den ÜF entfernt (Infoquelle: ID_PROJ 1277, Aktualisierung der ÜF in Rabenstein, 2020); im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9004 gespeichert; Projekt 9059 enthält die Überlappungsbereiche mit Projekt 1281 (Neubingbach);2022-09-14T22:00:00Z10002024-11-17T23:00:00Z15.35278937,48.23677278 15.35277926,48.23676984 15.35276163,48.23678644 15.35278937,48.23677278114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.95967539,48.26684814 16.95967462,48.2668713 16.95967582,48.26685097 16.95967539,48.26684814118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.96728135,48.28435943 16.96726526,48.28433445 16.96726448,48.28434285 16.96728135,48.28435943127230Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)LEITHA - Abflussuntersuchung Zustand 2018, Leithawasserverband IIGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2020Werner Consult ZT GmbHjajaneinHW300neinneinneinWA3 - Regionalstelle Industrieviertel2d-Berechnung, instationär; Zustand 2018; 2020-03-17T23:00:00Z10002024-11-17T23:00:00Z16.66568772,48.01906415 16.66568758,48.01906423 16.66568765,48.01906428 16.66568772,48.01906415124630GefahrenzonenplanGefahrenzonenplan Laabenbach/Große Tulln, Revision 2016Gültigkeit siehe Layer 'Hochwasser-Datenverfügbark2017DonauConsultjajaneinHW300jajajaWA3 - Regionalstelle Mostviertel2D-Berechnung, stationär; Szenario: HW30 Reinwasser, HW100 u. HW300 Gefahrenszenario; rot-gelber und blauer FB vorhanden; Überlappungsbereiche (HW30, HW100 und HW300) mit Projekt 1122 in Projekt 9046, mit Projekt 1146 in Projekt 9047, mit Projekt 1257 in Projekt 9049, mit Projekt 1271 in Projekt 9058 und mit Projekt 1208 (hier auch Rote Zone) in Projekt 9048 dargestellt; 2022: HWS KG Inprugg in ÜF100, ÜF300 berücksichtigt;2022-09-12T22:00:00Z10002024-11-17T23:00:00Z15.90788794,48.20493793 15.90775478,48.20492192 15.90774099,48.20492223 15.90773199,48.20492094 15.90775277,48.20492658 15.90778236,48.20492849 15.9078173,48.20493401 15.90786303,48.20493598 15.90788794,48.20493793118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.84893664,48.34679567 16.84898706,48.3467609 16.848924,48.34680416 16.84893664,48.34679567118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.91726789,48.27531701 16.91723336,48.2753374 16.91726021,48.27532159 16.91726789,48.27531701118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.8682446,48.34615882 16.86827323,48.34614458 16.86824328,48.34615945 16.8682446,48.34615882118830Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)ABU IV, Los D4, "Wr. Becken Bäche"Gültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012IB Dr. Blasy - Dr. Overland Beratende Ingenieure GmbH & Co. KGjajaneinHW300neinneinneinWA3 - Regionalstelle Industrieviertel2D-Berechnung stationär für Auebach, 2D-Berechnung instationär für Natschbach; 2015 wurden die ÜF für den Veitsauer Bach und der Frauenbach neu ausgewiesen und unter der Projekt ID 1212 digital übernommen; 2015-04-20T22:00:00Z10002024-11-17T23:00:00Z15.92951451,47.66707233 15.92951568,47.667071 15.92941523,47.66703481 15.92951451,47.66707233114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.90533494,48.32960896 16.90531402,48.32962499 16.90533406,48.32960967 16.90533494,48.32960896118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.86102744,48.35355206 16.86101584,48.35355228 16.86099122,48.35355686 16.86102744,48.35355206118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.96141409,48.24265158 16.96142274,48.24268374 16.96143234,48.24269297 16.96144052,48.24269645 16.96143537,48.24269301 16.96141409,48.24265158114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.90933995,48.32135485 16.9093519,48.32142809 16.90935148,48.32142477 16.90933995,48.32135485130230Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Abflussuntersuchungen IV, Los D.4, Frauenbach Fkm 0.0 bis 16.0, Warme Fischa Fkm 27.5 bis 5.99Gültigkeit siehe Layer 'Hochwasser-Datenverfügbark2015Dr. Blasy - Dr. Overland, Beratende Ingenieure GmbH & Co. KGjajaneinHW300neinneinneinWA3 - Regionalstelle Industrieviertel2D-Berechnung, die Warme Fischa und der Frauenbach wurden instationär mit Versickerung berechnet; 2022 Datenaustausch auf Grundlage Projekt ABU2015; Projekt 9068 enthält die Überlappungsbereiche mit Projekt 1171 (Johannesbach); Projekt 9066 enthält die Überlappungsbereiche mit Projekt 1274 (Leitha WV4); Projekt 9067 enthält die Überlappungsbereiche mit Projekt 1273 (Leitha WV3);2022-08-29T22:00:00Z10002024-11-17T23:00:00Z16.3126089,47.84987714 16.31264883,47.84986138 16.31265384,47.8498494 16.31264683,47.84985235 16.31264515,47.84985656 16.31263591,47.84986406 16.31260055,47.84986794 16.31258772,47.84986854 16.31258923,47.84986352 16.31255066,47.84986584 16.3126089,47.84987714114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.90899407,48.2819978 16.90905488,48.282002 16.90900801,48.28199714 16.90899407,48.2819978118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.88037591,48.30931186 16.8803278,48.30932628 16.88033398,48.30932447 16.88037591,48.30931186130230Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Abflussuntersuchungen IV, Los D.4, Frauenbach Fkm 0.0 bis 16.0, Warme Fischa Fkm 27.5 bis 5.99Gültigkeit siehe Layer 'Hochwasser-Datenverfügbark2015Dr. Blasy - Dr. Overland, Beratende Ingenieure GmbH & Co. KGjajaneinHW300neinneinneinWA3 - Regionalstelle Industrieviertel2D-Berechnung, die Warme Fischa und der Frauenbach wurden instationär mit Versickerung berechnet; 2022 Datenaustausch auf Grundlage Projekt ABU2015; Projekt 9068 enthält die Überlappungsbereiche mit Projekt 1171 (Johannesbach); Projekt 9066 enthält die Überlappungsbereiche mit Projekt 1274 (Leitha WV4); Projekt 9067 enthält die Überlappungsbereiche mit Projekt 1273 (Leitha WV3);2022-08-29T22:00:00Z10002024-11-17T23:00:00Z16.30408818,47.84712593 16.30408592,47.84711785 16.30408475,47.84711805 16.30408081,47.84712147 16.30408532,47.84712449 16.30408818,47.84712593118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.90648184,48.28213208 16.90639175,48.28211647 16.90640675,48.28212146 16.90648184,48.28213208118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.91558428,48.30473106 16.91558115,48.30471375 16.91558335,48.30472619 16.91558428,48.30473106118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z15.78574789,48.39769612 15.78575613,48.39769541 15.7857709,48.39769168 15.78555091,48.39768571 15.78553397,48.39768452 15.7854407,48.39768087 15.78551567,48.39768785 15.78552756,48.39768682 15.78562019,48.39769626 15.78563369,48.39769509 15.78573966,48.39769683 15.78574789,48.39769612118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z15.87238873,48.36169138 15.87236055,48.36168998 15.87234973,48.36169324 15.87234244,48.36169949 15.87234253,48.36171779 15.87235924,48.36172739 15.87238786,48.36172886 15.87240641,48.36171913 15.8724211,48.36170037 15.87238873,48.36169138114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.97185105,48.19923051 16.97183228,48.19925874 16.97183633,48.19925448 16.97185105,48.19923051130230Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Abflussuntersuchungen IV, Los D.4, Frauenbach Fkm 0.0 bis 16.0, Warme Fischa Fkm 27.5 bis 5.99Gültigkeit siehe Layer 'Hochwasser-Datenverfügbark2015Dr. Blasy - Dr. Overland, Beratende Ingenieure GmbH & Co. KGjajaneinHW300neinneinneinWA3 - Regionalstelle Industrieviertel2D-Berechnung, die Warme Fischa und der Frauenbach wurden instationär mit Versickerung berechnet; 2022 Datenaustausch auf Grundlage Projekt ABU2015; Projekt 9068 enthält die Überlappungsbereiche mit Projekt 1171 (Johannesbach); Projekt 9066 enthält die Überlappungsbereiche mit Projekt 1274 (Leitha WV4); Projekt 9067 enthält die Überlappungsbereiche mit Projekt 1273 (Leitha WV3);2022-08-29T22:00:00Z10002024-11-17T23:00:00Z16.32508574,47.86042361 16.32508257,47.86041835 16.32508426,47.86042388 16.32508574,47.86042361124130Detailprojekt (Ausführungsprojekt, Einreichprojekt)Marktgemeinde Pyhra - HWS Ortsteil Heuberg, Perschling-km 34,9-35,2Gültigkeit siehe Layer 'Hochwasser-Datenverfügbark2014DonauConsult Ingenieurbüro GmbHjajanein1146neinneinneinWA3 - Regionalstelle Mostviertel 2D-Berechnung, stationär; Zustand nach Projektumsetzung 2015; Im Projektgebiet liegt eine ÜF bei HQ300 mit der Projekt ID 1146 (ABU IV Los D.1) vor; 2017-04-05T22:00:00Z10002024-11-17T23:00:00Z15.69174651,48.15606634 15.69172063,48.1560624 15.69169499,48.15604968 15.69161412,48.15602652 15.69156204,48.15599931 15.69153434,48.1559951 15.69150879,48.15598354 15.69149352,48.15598671 15.69146754,48.15597059 15.69143977,48.15596881 15.69141268,48.15595346 15.69137891,48.15594903 15.69134777,48.15593455 15.69130787,48.15592853 15.69129247,48.15593173 15.69124661,48.15592076 15.6912126,48.15590632 15.69115873,48.15590338 15.69112134,48.15587767 15.69108174,48.15586764 15.69103948,48.15584502 15.69101203,48.15584002 15.69098582,48.15582688 15.69095895,48.15582361 15.69093211,48.15580975 15.69087743,48.15580355 15.69078458,48.15576938 15.69075748,48.15576593 15.69073153,48.15575192 15.69070405,48.15574849 15.69067776,48.15573372 15.69065025,48.15573136 15.69062421,48.15571519 15.69059662,48.15571303 15.69055715,48.1556883 15.69052934,48.15568476 15.69050312,48.15567166 15.69041475,48.15564675 15.69037495,48.15562294 15.69035522,48.15562092 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15.68926091,48.15441224 15.68925227,48.15442615 15.68925804,48.15443761 15.68923245,48.15446214 15.68923577,48.15449781 15.6892215,48.15453494 15.68922574,48.15455035 15.68919636,48.15456767 15.68919962,48.15458798 15.68913502,48.1546322 15.68915113,48.15465014 15.68915207,48.15465952 15.68914121,48.15466875 15.68914974,48.15468145 15.68913968,48.15469608 15.68914654,48.15470622 15.68913771,48.15471373 15.68913434,48.15473974 15.68912557,48.15474996 15.68913292,48.15476036 15.68912307,48.15477169 15.6891326,48.15478736 15.68911479,48.15479346 15.68912348,48.15480816 15.68911396,48.15482135 15.68914845,48.15484823 15.6891484,48.15485244 15.68912695,48.15485743 15.68913985,48.1548751 15.68918799,48.15491142 15.68917799,48.15492185 15.68917786,48.15493836 15.6891956,48.15494727 15.68922058,48.15498066 15.68922612,48.15499647 15.68921971,48.15500979 15.68922523,48.15501867 15.68922151,48.1550367 15.68925009,48.1550732 15.68924663,48.15509168 15.6892649,48.15511371 15.68925769,48.15512771 15.68931489,48.15518195 15.68932748,48.1551999 15.68931636,48.15520907 15.689381,48.15527227 15.6893759,48.15529028 15.68945761,48.1553676 15.68955377,48.15544435 15.68956356,48.15545877 15.68968457,48.15555426 15.68971221,48.15555767 15.68975142,48.15558317 15.68977832,48.15558828 15.68984541,48.15563227 15.68987648,48.155636 15.68995172,48.15569251 15.69002536,48.15570005 15.69003829,48.15571583 15.69003524,48.15573454 15.6900585,48.15575371 15.690117,48.15575621 15.69015123,48.15577542 15.69016883,48.1557727 15.69021947,48.1557822 15.69024704,48.15577985 15.69027312,48.15579238 15.69031336,48.15580017 15.69033558,48.15579742 15.69037103,48.15580179 15.69042089,48.15583072 15.69044791,48.15583364 15.69047433,48.15584795 15.69051431,48.15585673 15.69054159,48.15585347 15.69056788,48.15587359 15.69059515,48.15587167 15.69062197,48.15588842 15.69064881,48.15588977 15.69067542,48.15590514 15.69070247,48.15590758 15.69078217,48.15593836 15.69081029,48.15594022 15.6908224,48.15594702 15.6908497,48.15594507 15.69089332,48.155974 15.69090884,48.15597688 15.69091635,48.15597321 15.69094821,48.15599172 15.69097003,48.15599113 15.69100982,48.15601106 15.69102375,48.1560093 15.6910371,48.15601407 15.69106337,48.15602868 15.69110348,48.15603371 15.69112117,48.15603106 15.69114381,48.15604714 15.6911644,48.1560509 15.69117071,48.15604686 15.69121077,48.1560676 15.69122435,48.15606501 15.69126433,48.15608504 15.69127817,48.15608297 15.69139832,48.15611991 15.69142408,48.15613268 15.69145253,48.15613608 15.69147784,48.15615083 15.69149228,48.15614725 15.69153218,48.15616754 15.69154598,48.1561654 15.69158717,48.15617324 15.6916251,48.15618888 15.69164372,48.15618716 15.69165895,48.15619623 15.69174651,48.15606634113830Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)ABU III, Abflussuntersuchung Niederösterreich, Los C.2; Gschinzbach und LoisbachGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2007Ingenieurbüro Neukirchen - Ziviltechniker GmbH für Bauwesen, Kulturtechnik und WasserwirtschaftjajaneinHW300neinneinneinWA3 - Regionalstelle Waldviertel2D-Berechnung; Ist-Zustand; Aktualisiert im Bereich Hadersdorf im Mai 2010; Überlappungsbereich mit Projekt 1266 in Projekt 9053 dargestellt (HW30, HW100 und HW300); Die Überflutungsflächen am Loisbach wurden in der Abflussuntersuchung NÖ III, Los C.2 -Loisbach/Sirnitzbach, Ergänzung 2017 neu ausgewiesen und als eigenes Projekt mit der ID1256 übernommen; 2019-03-31T22:00:00Z10002024-11-17T23:00:00Z15.71633919,48.46055844 15.71631898,48.46058051 15.71631765,48.46058513 15.71630886,48.46060295 15.71638549,48.46065901 15.71645814,48.46071988 15.7165652,48.46080703 15.71659512,48.46082451 15.7166596,48.46087898 15.71668542,48.46089774 15.71675006,48.46093966 15.71679399,48.46096891 15.71685678,48.46100533 15.71691374,48.46104373 15.7171221,48.46116272 15.71730129,48.46126154 15.71740677,48.46132339 15.71763561,48.46145017 15.7177286,48.46149829 15.71779718,48.46152731 15.71787703,48.46156872 15.7179179,48.46158658 15.71803356,48.46165165 15.71810598,48.46168651 15.71815176,48.46171255 15.71825594,48.46176439 15.71855648,48.46190005 15.71877201,48.4619839 15.71881823,48.46200543 15.71885909,48.46202328 15.71887198,48.4620327 15.71895308,48.46207774 15.71897477,48.46209357 15.71893835,48.46210477 15.71895808,48.46211712 15.71890604,48.46213312 15.71882581,48.46218978 15.71872487,48.46227374 15.71866629,48.46233302 15.71862448,48.46237275 15.71861125,48.46239101 15.71855611,48.46243533 15.71852366,48.46248012 15.71845284,48.46255983 15.71837515,48.46254124 15.71833931,48.4625151 15.71831786,48.46250167 15.71833963,48.46248848 15.71835297,48.46246122 15.71838811,48.46241791 15.71838037,48.4622547 15.71838805,48.46214763 15.71834359,48.46211979 15.7183053,48.46209185 15.71826251,48.46209275 15.71827911,48.46205196 15.71823641,48.46203828 15.71821151,48.46202011 15.71818962,48.46201537 15.71815762,48.46194794 15.71812957,48.4619387 15.71812997,48.46192919 15.71810286,48.46191157 15.71808983,48.46189334 15.7180664,48.46187812 15.71792534,48.46177284 15.71789506,48.46175317 15.71786879,48.46173469 15.71784826,48.46172136 15.71774817,48.46165094 15.71771404,48.4616397 15.71769024,48.46162296 15.7176271,48.461594 15.71760643,48.46159417 15.71757976,48.46158485 15.71753904,48.46157581 15.71751732,48.46154542 15.71745001,48.46152326 15.71740471,48.46150315 15.71736653,48.46147629 15.71726927,48.46144821 15.71723203,48.46142201 15.71717617,48.461394 15.71713819,48.46136729 15.71710901,48.46135767 15.71709587,48.46134843 15.71704372,48.46132528 15.71702222,48.46127998 15.71697559,48.4612497 15.71696209,48.46123081 15.7169484,48.46122191 15.71692284,48.46120393 15.71689465,48.46119465 15.71687882,48.46116128 15.71679188,48.46111769 15.71675744,48.46108213 15.71669351,48.46104932 15.71665324,48.46104965 15.71661319,48.4610131 15.71655933,48.46099536 15.71655899,48.46097692 15.71656051,48.46094161 15.71654657,48.46093181 15.71643682,48.46090401 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15.72734057,48.46510539 15.72728611,48.46511683 15.72718578,48.46514328 15.72715119,48.4651144 15.72720521,48.4650984 15.72721898,48.46509867 15.72724587,48.46508964 15.7272848,48.46507733 15.72717903,48.46502882 15.72710679,48.46501611 15.72702987,48.46501673 15.72696566,48.46497158 15.72689719,48.4649601 15.72682864,48.46492573 15.72679976,48.46490542 15.7265959,48.46482172 15.72637133,48.46474327 15.72635679,48.46474339 15.72630395,48.46472494 15.72602651,48.46464676 15.72599442,48.46462419 15.72589987,48.46459307 15.72594022,48.46458812 15.72600126,48.46458403 15.72601331,48.46459251 15.72618334,48.46463437 15.72627739,48.46466202 15.72644343,48.4647088 15.72649298,48.46472611 15.72671395,48.4647923615.71633068,48.4612419 15.71632682,48.46123201 15.716369,48.46123661 15.71641565,48.46127191 15.71643408,48.46124576 15.7164507,48.4612465 15.71652892,48.46122831 15.71657668,48.46122432 15.71659295,48.46123663 15.71663686,48.46124738 15.71672821,48.46126204 15.71675942,48.46130099 15.71682886,48.46142408 15.71696792,48.46149236 15.71697274,48.46155469 15.71696648,48.46161625 15.71698347,48.46165393 15.7170263,48.4616913 15.7169135,48.46168623 15.71685019,48.46170514 15.71684472,48.46175882 15.71687687,48.46181996 15.7168384,48.46185947 15.71678729,48.46184609 15.71676415,48.46183212 15.71676685,48.46180561 15.71673956,48.46178913 15.71672593,48.46176894 15.7166958,48.46175955 15.71666049,48.46173283 15.71653499,48.46171655 15.71647733,48.46167292 15.71642198,48.4616395 15.71641658,48.46156969 15.71641908,48.4615451 15.71640302,48.46151456 15.71640702,48.4614753 15.71636492,48.46137182 15.71635305,48.4612993 15.71633068,48.4612419114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.8877982,48.32311299 16.88781105,48.32312905 16.8878208,48.3231366 16.88795466,48.32323123 16.88797128,48.32323313 16.88782169,48.32313694 16.8877982,48.32311299114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.97049776,48.20261024 16.97049799,48.20263307 16.97049807,48.2026281 16.97049776,48.20261024127430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)LEITHA - Abflussuntersuchung Zustand 2018, Leithawasserverband IVGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2020Werner Consult ZT GmbHjajaneinHW300neinneinneinWA3 - Regionalstelle Industrieviertel2d-Berechnung, instationär; Zustand 2018; die ÜF der RHBs Katzelsdorf und Lichtenwörth wurden 2021 ergänzt; Projekt 9054 enthält die Überlappungsbereiche mit Projekt 1201 (Pitten); Projekt 9066 enthält die Überlappungsbereiche mit Projekt 1302 (Warme Fischa); 2022-08-29T22:00:00Z10002024-11-17T23:00:00Z16.32416063,47.85730362 16.32412495,47.85728601 16.32412287,47.85728733 16.32411205,47.85728736 16.3241398,47.8573003 16.32424615,47.85737161 16.32424401,47.85736935 16.32423611,47.8573647 16.32422609,47.85733733 16.32422761,47.85733635 16.32416063,47.85730362114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.97977036,48.17891255 16.97977008,48.1789394 16.97977122,48.178937 16.97977036,48.17891255114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.88299071,48.34376369 16.88296139,48.34378317 16.88298711,48.3437662 16.88299071,48.34376369117130Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Abflussstudie 2008 Johannesbach, km 5.000 - 11.750 Gemeinden St. Egyden, WürflachGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009PERZPLAN, Ingenieurbüro DI Thomas PerzjajaneinHW300neinneinjaWA3 - Regionalstelle Industrieviertel2D-Berechnung; Ist-Zustand; Im obersten Abschnitt (Bereich Gemeinde Würflach) keine gültige Ausweisung der HW-Überflutungszone, da die Untersuchung erst ab dem unteren Ende des Gemeindegebietes beauftragt war; Im gesamten Bearbeitungsgebiet gibt es keine Zubringer, jedoch ist der Abschnitt mit einer Vielzahl von Entwässerungsgräben ausgestattet, die berücksichtigt wurden; Projekt 9068 enthält die Überlappungsbereiche mit Projekt 1302 (Frauenbach);2022-08-30T22:00:00Z10002024-11-17T23:00:00Z16.06001199,47.77715526 16.05999989,47.77711709 16.05995034,47.7771288 16.05994526,47.77717462 16.06000806,47.77718201 16.06003917,47.77717558 16.06001199,47.77715526124430Detailprojekt (Ausführungsprojekt, Einreichprojekt)Neubau Wohnhausanlage auf Parz. 37/3, KG Gugging, Stadtgemeinde KlosterneuburgGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2017Ingenieurbüro PerzplanjajaneinHW300neinneinneinWA3 - Regionalstelle Mostviertel2D-Berechung, stationär; Szenario: Reinwasser; Fertigstellung der Maßnahme 2017; 2018-02-12T23:00:00Z10002024-11-17T23:00:00Z16.25669941,48.31009853 16.25670847,48.31001629 16.25669984,48.3100188 16.25668017,48.31002621 16.25667372,48.31003137 16.25666399,48.31004397 16.25664536,48.31005966 16.25661789,48.31006789 16.25660746,48.31007139 16.25658551,48.31007944 16.25657056,48.3100854 16.25654866,48.3100961 16.25650815,48.31011993 16.25646382,48.31014023 16.25637241,48.31017871 16.25632615,48.31019738 16.25630237,48.31020598 16.25625595,48.31022442 16.25623234,48.31023319 16.25616284,48.31025635 16.25613939,48.31026458 16.25611269,48.31027507 16.25609061,48.31028544 16.2560485,48.31030734 16.25602625,48.3103174 16.25588578,48.31037254 16.25584003,48.31039177 16.25581586,48.31039995 16.25580265,48.31040277 16.25579033,48.3104053 16.25578237,48.3104059 16.25575531,48.31040939 16.25573935,48.31041296 16.25572518,48.31041477 16.2557122,48.31041731 16.25568972,48.31042278 16.25566747,48.3104308 16.25564748,48.31044107 16.25561013,48.3104652 16.25558981,48.31047566 16.25556826,48.31048507 16.2555491,48.31049144 16.25552826,48.31049726 16.25552153,48.31049873 16.25544534,48.31051779 16.25541934,48.31052531 16.25539296,48.31053377 16.25535759,48.31054416 16.2553318,48.31054976 16.25530533,48.31055391 16.25529717,48.31055495 16.25527815,48.31055638 16.25525151,48.3105599 16.25522485,48.31056286 16.25520276,48.31056567 16.25519379,48.31056768 16.25517273,48.31057091 16.25517227,48.31056941 16.25517077,48.31056782 16.2551666,48.31055937 16.2551665,48.31056581 16.25515767,48.31056734 16.2551531,48.31056433 16.25514304,48.3105597 16.25513577,48.3105694 16.2550192,48.31058942 16.25500698,48.31059119 16.254988,48.31059442 16.25497449,48.31059248 16.2549583,48.3105953 16.25494645,48.31059531 16.25493195,48.31059786 16.25492099,48.31060139 16.25485786,48.31061236 16.25484829,48.31061519 16.25480592,48.31062277 16.25474967,48.31063262 16.25470862,48.31063892 16.25465003,48.3106495 16.25463087,48.31065241 16.25459057,48.31066024 16.25457752,48.31066114 16.2544573,48.31068611 16.25462883,48.31065891 16.25466883,48.31065287 16.25465756,48.31065748 16.25453779,48.31067721 16.25437914,48.31070255 16.2542137,48.31072965 16.25418739,48.31073372 16.25418444,48.31072989 16.25416277,48.31069522 16.25416572,48.31070603 16.2541646,48.31070879 16.25413646,48.31071491 16.25410692,48.31072403 16.25409228,48.31072581 16.254076,48.31073087 16.25405979,48.31073217 16.25401538,48.31073124 16.25396207,48.31072837 16.25394331,48.31072925 16.2538933,48.31072888 16.25388324,48.3107319 16.25382886,48.31076141 16.25380628,48.31077817 16.25376479,48.31079422 16.25375179,48.31079772 16.25372029,48.3108089 16.25371359,48.31081322 16.25367286,48.31082376 16.2536474,48.31082901 16.25362146,48.3108327 16.25355833,48.31084035 16.25353254,48.31084383 16.25351736,48.31084621 16.25349167,48.31085089 16.25346628,48.31085686 16.25344104,48.31086321 16.2534198,48.31086632 16.25338894,48.31086824 16.25337277,48.31086999 16.25336288,48.31087146 16.2533472,48.31087313 16.25331072,48.31087784 16.25329233,48.31088068 16.25325969,48.31088754 16.25325201,48.31088953 16.25323383,48.31088895 16.25320615,48.31089045 16.25317924,48.3108894 16.25315018,48.31088599 16.25312271,48.31088747 16.25309519,48.31088773 16.25308623,48.31088868 16.25306588,48.31088911 16.25296321,48.31096779 16.25297675,48.31096912 16.25299696,48.31096874 16.25301345,48.31096678 16.25302314,48.31096595 16.25305112,48.31096119 16.25306545,48.31095934 16.25308357,48.31095214 16.25310247,48.31094707 16.25312249,48.31094474 16.25314821,48.3109424 16.25318253,48.31094297 16.2531967,48.31094167 16.25320004,48.31094193 16.25320154,48.31094152 16.253224,48.31093922 16.25327078,48.31094978 16.25329693,48.31096632 16.25330783,48.31098274 16.25331297,48.31097398 16.25333581,48.31097992 16.25337471,48.31097493 16.25337995,48.31097231 16.25338325,48.31097298 16.25340536,48.31097009 16.25342312,48.31096862 16.25360098,48.31093678 16.25361561,48.3109338 16.25364914,48.31092792 16.25367347,48.31092329 16.25368253,48.31094659 16.25372948,48.31106243 16.25376515,48.31105612 16.25375098,48.31102088 16.25378647,48.31101452 16.25375346,48.31093076 16.2538527,48.31091311 16.25385822,48.3109137 16.25388109,48.31091756 16.2539041,48.31092004 16.25392669,48.31092367 16.25394229,48.31092941 16.25394802,48.31093116 16.25397187,48.31093704 16.25399572,48.31094364 16.25404586,48.3109583 16.25406493,48.31096741 16.25407715,48.31096532 16.25414724,48.31094585 16.25419613,48.31093343 16.25426543,48.31092143 16.25429813,48.31091433 16.25436522,48.31089317 16.25438913,48.3108891 16.25440854,48.31088313 16.25443483,48.31088173 16.25444526,48.31088001 16.25444441,48.31088431 16.25444902,48.31088954 16.25444589,48.31089394 16.25444592,48.31089468 16.25445932,48.3109079 16.25445899,48.31090909 16.25445993,48.31091593 16.25446179,48.31091692 16.25446278,48.31091868 16.2544628,48.31092045 16.25446707,48.31092465 16.25446947,48.31092585 16.2544706,48.31092821 16.25447359,48.31093059 16.25447598,48.31093144 16.25447779,48.31093403 16.25447638,48.31093801 16.25447815,48.31094118 16.25448329,48.31094284 16.25448272,48.31094738 16.25448684,48.31094884 16.25448925,48.31095221 16.25449159,48.31095399 16.25449126,48.31095447 16.25448955,48.31095446 16.25449068,48.31095532 16.25449166,48.31095935 16.2544941,48.31096097 16.25449737,48.31096057 16.25444843,48.31085543 16.25444786,48.31085395 16.25445131,48.31085254 16.25445245,48.31085423 16.2545,48.31095234 16.25449786,48.3109463 16.25449802,48.31094547 16.25449737,48.31094516 16.25449612,48.31094171 16.25449525,48.31093746 16.25449459,48.31093636 16.2544949,48.31093394 16.25449309,48.31093302 16.25449218,48.31093031 16.25449401,48.3109285 16.25449041,48.31092577 16.25448991,48.31092433 16.25449146,48.31092228 16.25448788,48.31091932 16.25448243,48.31090747 16.25448468,48.31090608 16.25448544,48.31090505 16.2544838,48.31089706 16.25448141,48.31087959 16.25450018,48.31086856 16.25450009,48.3108679 16.25450032,48.3108685 16.254529,48.31086473 16.25454405,48.31086647 16.25461831,48.31084606 16.25472568,48.31080039 16.25482966,48.31086068 16.25484388,48.31086437 16.25486794,48.31086568 16.25495796,48.31081383 16.25506256,48.31080462 16.25507185,48.31080455 16.25508687,48.31080219 16.25516621,48.31079524 16.25521159,48.3107766 16.25524618,48.31077349 16.25527871,48.3107629 16.25529355,48.31075255 16.25530793,48.3107367 16.25531258,48.31073477 16.25532184,48.31071884 16.25532651,48.31071542 16.25532156,48.31071398 16.25531642,48.31070999 16.2552834,48.31069939 16.25528562,48.3106849 16.25524916,48.31067435 16.25524658,48.31065379 16.25527295,48.31064712 16.25527975,48.31064571 16.25531431,48.31064316 16.25531747,48.31064245 16.25533699,48.31063941 16.25538249,48.31062841 16.25541264,48.31061735 16.25542177,48.31061562 16.2554836,48.3106014 16.25550555,48.31060348 16.25550418,48.31059523 16.25551331,48.31058358 16.2555313,48.31057552 16.25555407,48.31056433 16.25557701,48.31055386 16.25558706,48.31054957 16.25560056,48.31054468 16.25561218,48.3105398 16.25562413,48.31053544 16.25563573,48.31052999 16.2556469,48.31052525 16.255658,48.31051948 16.25566888,48.31051431 16.25567941,48.31050871 16.2556906,48.31050344 16.25571211,48.31049076 16.25573005,48.31048584 16.25573709,48.31048351 16.25575484,48.31048201 16.25576396,48.3104805 16.25577904,48.31047881 16.25579029,48.31047659 16.25580365,48.31047461 16.25582887,48.31046861 16.2558412,48.3104649 16.25586521,48.31045572 16.25588794,48.31044591 16.25593294,48.31042581 16.25597383,48.31040849 16.25602092,48.31038911 16.25604457,48.31038022 16.25611977,48.3103537 16.25614315,48.31034476 16.25615748,48.31033772 16.2562072,48.310312 16.25622933,48.31030168 16.25625235,48.31029225 16.25630017,48.31027547 16.25634755,48.31025808 16.2563711,48.31024921 16.25644088,48.31022161 16.25646348,48.3102117 16.25650779,48.31019089 16.25652921,48.31017979 16.25655003,48.31016799 16.25657177,48.31015737 16.2565911,48.31014361 16.2566425,48.31011961 16.25665679,48.31011227 16.25667165,48.31010529 16.25668794,48.31010002 16.25669941,48.31009853118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.91607029,48.31033213 16.91606305,48.31033333 16.91599677,48.31035762 16.91607029,48.31033213118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.95870187,48.23958474 16.95869672,48.23958658 16.95865019,48.23960541 16.95870187,48.23958474118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.92167105,48.30266811 16.92168863,48.30273217 16.92169367,48.30273959 16.92167105,48.30266811114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.9155172,48.30438583 16.91552128,48.3044068 16.91551973,48.30439865 16.9155172,48.30438583118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.88598164,48.28645519 16.88598371,48.28644735 16.88598407,48.28643475 16.88598164,48.28645519114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.95759123,48.24039563 16.9575904,48.24039556 16.95755211,48.24040972 16.95759123,48.24039563118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.88909151,48.33834325 16.88911491,48.33833425 16.88909745,48.33834091 16.88909151,48.33834325114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.94716139,48.25636008 16.94717244,48.25638257 16.94717822,48.25639358 16.94716139,48.25636008114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.95056525,48.26370285 16.95056012,48.26370346 16.95055155,48.26371056 16.95053194,48.26372817 16.95056114,48.26370536 16.95056525,48.26370285118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.95951346,48.23931788 16.95951119,48.23928999 16.95950897,48.2392972 16.95951346,48.23931788118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.97439868,48.19516963 16.97441874,48.19513666 16.97440968,48.19514687 16.97439868,48.19516963132130GefahrenzonenplanGefahrenzonenplanung Unrechttraisen, Gemeinden Hohenberg, St. Aegyd am Neuwalde und TürnitzGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2023HYDRO Ingenieure Umwelttechnik GmbHjajaneinHW300jajaneinWA3 - Regionalstelle Mostviertel2D-Berechnung, stationär; Überlappungsbereich mit Projekt 1247 (Traisen) in Projekt 9074 dargestellt; 2024-09-16T22:00:00Z10002024-11-17T23:00:00Z15.56958365,47.9735898 15.56958881,47.97361795 15.56947602,47.97368319 15.56941097,47.97372826 15.56944636,47.97376731 15.56944801,47.97376339 15.56944878,47.9737516 15.56944879,47.97372986 15.56947347,47.97373112 15.56948411,47.97373368 15.56950395,47.97372393 15.56951269,47.97369406 15.56957172,47.97366435 15.56957789,47.97365828 15.56958983,47.97363683 15.56959147,47.97362757 15.5695945,47.97361807 15.56958365,47.9735898114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.96048751,48.24048724 16.96050929,48.24049441 16.96051187,48.24049517 16.96048751,48.24048724118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.86324088,48.35326502 16.86327768,48.35325694 16.86325036,48.35326277 16.86324088,48.35326502114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.97961556,48.17935482 16.97951386,48.17938294 16.97960896,48.17936174 16.97961556,48.17935482114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.96639332,48.27826325 16.96646416,48.27830575 16.96639374,48.2782624 16.96639332,48.27826325116830Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Abflussuntersuchung Untere Traisen - Altmannsdorfer Wehr bis Mündung in die Donau, Abflussuntersuchung Traisen - Wilhelmsburg Nord - St. Pölten SüdGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009/2010/2017DonauConsult Ingenieurbüro GmbHjajaneinHW300neinneinneinWA3 - Regionalstelle Mostviertel2D-Berechnung, stationär; Gesamtaktualisierung 2017; HQ30 und HQ100:im Mündungsbereich zur Donau, für welche auch Überflutungsflächen bei HQ30 und HQ100 berechnet wurden, wurde jeweils die Fläche mit den größeren Ausuferungen ausgewiesen; HQ300: im Mündungsbereich Überlagerung mit Donau (bordvoll), die HQ300 Überflutungsfläche wurde nur soweit übernommen, solange sie größer als jene bei HQ100 (der Traisen bzw. der Donau) ist; Projekt 9010 enthält den Überlappungsbereich mit Projekt 1184 (Donau); 2022: Instandhaltungsmaßnahmen rechtes Werksbachufer in ÜF30 u. ÜF100 berücksichtigt und die ÜF100 mit der vorhandenen ÜF300 überlagert;2022-09-12T22:00:00Z10002024-11-17T23:00:00Z15.83254089,48.37305725 15.83242276,48.37301985 15.83240928,48.37314153 15.8324213,48.37312059 15.8325112,48.37309072 15.83254089,48.37305725124730Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Abflussuntersuchung Traisen, Abschnitt Türnitz - WilhelmburgGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2017DonauConsultjajaneinHW300neinneinneinWA3 - Regionalstelle Mostviertel2D-Berechnung, stationär; Überlappungsbereich mit Projekt 1057 (Steubach) in Projekt 9042, mit Projekt 1057 (Gölsen (nur HW100, HW300) in Projekt 9043, mit Projekt 1057 (Zögersbach) in Projekt 9044, mit Projekt 1321 (Unrecht Traisen) in Projekt 9074 dargestellt; 2024-09-16T22:00:00Z10002024-11-17T23:00:00Z15.56964072,47.97347552 15.56964437,47.97346433 15.56964142,47.97347014 15.56964072,47.97347552118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.96042455,48.28753768 16.96041291,48.28750202 16.96042104,48.28752759 16.96042455,48.28753768114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.9606153,48.27368982 16.96060522,48.27371213 16.96061701,48.27369523 16.9606153,48.27368982127430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)LEITHA - Abflussuntersuchung Zustand 2018, Leithawasserverband IVGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2020Werner Consult ZT GmbHjajaneinHW300neinneinneinWA3 - Regionalstelle Industrieviertel2d-Berechnung, instationär; Zustand 2018; die ÜF der RHBs Katzelsdorf und Lichtenwörth wurden 2021 ergänzt; Projekt 9054 enthält die Überlappungsbereiche mit Projekt 1201 (Pitten); Projekt 9066 enthält die Überlappungsbereiche mit Projekt 1302 (Warme Fischa); 2022-08-29T22:00:00Z10002024-11-17T23:00:00Z16.30513947,47.84388257 16.30511985,47.8438542 16.30515136,47.84387086 16.30524051,47.84387194 16.30527106,47.84382019 16.30523469,47.84382155 16.3052268,47.84382487 16.30522439,47.84382756 16.30518887,47.84385097 16.30514081,47.84384232 16.30513,47.84382703 16.30512725,47.84381568 16.30513088,47.84380594 16.30512326,47.8437949 16.30512258,47.84378351 16.30511731,47.84377522 16.30511538,47.8437643 16.30512753,47.84374667 16.30509509,47.84373534 16.30508716,47.84373374 16.30507866,47.84374946 16.30507652,47.84374934 16.30507555,47.84375501 16.30507448,47.84376595 16.30507524,47.84377584 16.30508707,47.84379858 16.30508901,47.84380466 16.30508531,47.84380548 16.3050825,47.84380739 16.30509855,47.84383611 16.30511383,47.84386149 16.30512036,47.84387056 16.30512667,47.84386816 16.30513947,47.84388257114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.94343297,48.24261556 16.9434065,48.24264826 16.94340354,48.24265915 16.94343297,48.24261556114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.93183702,48.24333394 16.93181299,48.24334096 16.93182882,48.24333689 16.93183702,48.24333394132130GefahrenzonenplanGefahrenzonenplanung Unrechttraisen, Gemeinden Hohenberg, St. Aegyd am Neuwalde und TürnitzGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2023HYDRO Ingenieure Umwelttechnik GmbHjajaneinHW300jajaneinWA3 - Regionalstelle Mostviertel2D-Berechnung, stationär; Überlappungsbereich mit Projekt 1247 (Traisen) in Projekt 9074 dargestellt; 2024-09-16T22:00:00Z10002024-11-17T23:00:00Z15.5720632,47.85470181 15.57206312,47.85470178 15.57206318,47.85470196 15.5720632,47.85470181114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.9783726,48.18357599 16.97835803,48.18359817 16.97836157,48.18359468 16.9783726,48.18357599114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.96963975,48.20976829 16.96966188,48.20976904 16.96966819,48.20976915 16.96963975,48.20976829127430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)LEITHA - Abflussuntersuchung Zustand 2018, Leithawasserverband IVGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2020Werner Consult ZT GmbHjajaneinHW300neinneinneinWA3 - Regionalstelle Industrieviertel2d-Berechnung, instationär; Zustand 2018; die ÜF der RHBs Katzelsdorf und Lichtenwörth wurden 2021 ergänzt; Projekt 9054 enthält die Überlappungsbereiche mit Projekt 1201 (Pitten); Projekt 9066 enthält die Überlappungsbereiche mit Projekt 1302 (Warme Fischa); 2022-08-29T22:00:00Z10002024-11-17T23:00:00Z16.30669371,47.84810034 16.30676717,47.84808251 16.30673266,47.84808132 16.30671634,47.84808491 16.30670003,47.84808128 16.30667729,47.84807739 16.3066354,47.84807782 16.3065949,47.84807537 16.30658428,47.84807255 16.30656757,47.8480695 16.30656783,47.84806781 16.30655536,47.8480682 16.30651526,47.84806562 16.30640937,47.84804252 16.3064147,47.84804656 16.30641682,47.84804988 16.30639401,47.8480455 16.3063666,47.84804073 16.30634819,47.84803793 16.30638001,47.84805232 16.30669371,47.84810034118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.97867717,48.18275219 16.97864984,48.18277408 16.97864416,48.18277894 16.97867717,48.18275219118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.93920196,48.22557246 16.93904981,48.22572519 16.93905938,48.22571619 16.93920196,48.22557246906030Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Überlappungsbereich der Überflutungsflächen der Perschling (ID_PROJ1294) und der Donau (ID_PROJ1184)Gültigkeit siehe Layer 'Hochwasser-Datenverfügbark2021jajaneinHW300neinneinneinWA3 - Regionalstelle Mostviertel 2022-08-28T22:00:00Z10002024-11-17T23:00:00Z15.92489375,48.3428153 15.92485569,48.34282409 15.92480479,48.34285865 15.92476417,48.34287716 15.92471011,48.34289053 15.92466961,48.34289357 15.92461711,48.34291471 15.92457489,48.34293016 15.92449427,48.34295024 15.92445318,48.34296785 15.92438347,48.34298582 15.92432469,48.34300661 15.92426389,48.34302163 15.92421579,48.34303917 15.92416919,48.34305481 15.92409956,48.34307473 15.9239816,48.34312267 15.92395062,48.34314506 15.92415136,48.3430873 15.92473734,48.3429019 15.92489375,48.3428153114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.92699553,48.24543051 16.92697562,48.24543921 16.92698838,48.24543366 16.92699553,48.24543051126930Detailprojekt (Ausführungsprojekt, Einreichprojekt)DHWS Sarling SäusensteinGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2020Ingenieurbüro Dr. Lang ZT-GmbHjajanein1184neinneinneinWA3 - Fachbereich Donau2d-Berechnung, stationär; Fertigstellung der Maßnahmen 12/2019; Die Überflutungsflächen wurden an die HWS Maßnahmen angepasst und bis zur Flussachse ausgewiesen; Im Projektgebiet liegt eine ÜF HQ300 des Projekts ID1184 (Danube Floodrisk,2012) vor; Die Wahl der Schnittgrenze flussauf des Projekts DHWS Sarling erfolgte aufgrund der fertig gestellten Hochwasserschutzmaßnahmen und den Kenntnissen, dass flussauf der Überlappungsbereich HQn Donau bzw. HQn Ybbs zu liegen kommt und sich an den flussauf der Schnittgrenze ausgewiesenen Überflutungsflächen keine maßgeblichen Änderungen aufgrund des DHWS Sarling ergeben;2020-04-22T22:00:00Z10002024-11-17T23:00:00Z15.10093645,48.16200433 15.09967149,48.16273277 15.09522512,48.16311912 15.09398746,48.16354734 15.0945542,48.16427003 15.09563931,48.16531302 15.09776039,48.16699499 15.09940868,48.16837461 15.10161674,48.16965641 15.10254503,48.17007679 15.10568771,48.17130413 15.10587574,48.17138417 15.10771581,48.17144576 15.10943822,48.17167587 15.11095281,48.17202622 15.11378741,48.17320504 15.11516654,48.1739577 15.11684523,48.1755929 15.11765351,48.17644185 15.11795848,48.17694599 15.11838337,48.17778168 15.11862788,48.17874087 15.11873477,48.17930525 15.11867695,48.18061885 15.11826684,48.18181553 15.1176089,48.18299892 15.11543267,48.18541935 15.11498419,48.18597848 15.11332793,48.18819556 15.11275821,48.18903182 15.11154652,48.1908498 15.11116175,48.19200875 15.11071635,48.19389908 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15.09811696,48.16672075 15.09809695,48.16672187 15.09808618,48.16672735 15.09807316,48.1667371 15.09806326,48.16673243 15.0980603,48.16672576 15.09805505,48.16672139 15.09804027,48.16671729 15.09803593,48.16671351 15.09803387,48.16670718 15.09801189,48.16668831 15.09799941,48.16667694 15.09799447,48.16666463 15.09800015,48.16666164 15.09801067,48.16665275 15.09802568,48.16664511 15.09804405,48.16663181 15.09804182,48.16662484 15.09804899,48.16661548 15.09804776,48.16660455 15.09804573,48.16659383 15.09805247,48.1665882 15.09802402,48.16656968 15.09799881,48.16654985 15.097942,48.16648769 15.09792555,48.16646421 15.09791223,48.16643786 15.09790818,48.1664217 15.09790629,48.1663968 15.0979116,48.16631066 15.09791848,48.16622651 15.09791399,48.16620106 15.09789453,48.16616272 15.09788543,48.16613083 15.09781962,48.16613753 15.09777929,48.16604607 15.09766111,48.16594949 15.09739091,48.1657298 15.09702738,48.16542561 15.09691803,48.16533328 15.09681952,48.16524784 15.09666507,48.16511118 15.09654393,48.16499818 15.09642184,48.16487208 15.09630019,48.16473836 15.09618238,48.1645922 15.09601863,48.16438081 15.09582632,48.16414792 15.09572958,48.1640411 15.09554603,48.163823 15.0954814,48.16374125 15.09539587,48.16366397 15.09537329,48.16362343 15.09533004,48.16349735 15.09532771,48.1634981 15.09530977,48.16350864 15.09527426,48.16352272 15.09526204,48.16352899 15.09525098,48.16352786 15.09523426,48.1635368 15.09518461,48.16354834 15.0951671,48.16356382 15.09515508,48.16357062 15.09509321,48.16359613 15.09508451,48.16360292 15.09506448,48.16363196 15.09505751,48.16363778 15.09505043,48.16364302 15.09504035,48.16364801 15.09503608,48.16364772 15.09501535,48.1636631 15.09498261,48.16368253 15.09496746,48.16368968 15.09495538,48.16369909 15.09494281,48.16370693 15.0949424,48.16370769 15.09493755,48.16370979 15.09493027,48.16371534 15.0949343,48.16373008 15.09493083,48.16373564 15.09485111,48.16377505 15.09482897,48.16378503 15.09481277,48.16379319 15.09479628,48.16380062 15.09479706,48.16380738 15.09478876,48.16382493 15.09479105,48.16384363 15.09478978,48.16384595 15.09478459,48.16384858 15.09477299,48.16385808 15.09476255,48.16386388 15.09475302,48.1638619 15.09474768,48.16385594 15.09473389,48.16385283 15.09470932,48.16384794 15.09468677,48.16385944 15.09466361,48.16385442 15.09465494,48.16384701 15.0946067,48.16381987 15.09457165,48.1637907 15.09457137,48.16379045 15.09457144,48.16377771 15.09456951,48.16377544 15.09456737,48.16376945 15.0946218,48.16373878 15.09463212,48.16373138 15.0946549,48.16372 15.09466905,48.16371217 15.09469084,48.16370159 15.09480722,48.16364362 15.09483561,48.16363019 15.09488281,48.16360727 15.09489066,48.16360479 15.09489515,48.1636028 15.09492334,48.16359306 15.09495065,48.16357959 15.09495594,48.1635749 15.09496967,48.16356903 15.09497161,48.16356935 15.09498938,48.16357469 15.09504413,48.16354925 15.09504724,48.16352803 15.09504871,48.16352526 15.09505596,48.1635227 15.0950717,48.16352598 15.09508275,48.16352022 15.09508395,48.1635182 15.09513718,48.1634941 15.09516219,48.16348326 15.09517242,48.16347921 15.09523045,48.16345261 15.09523112,48.16345196 15.09530424,48.16342216 15.09529237,48.16338756 15.09528512,48.16335917 15.09529014,48.16334869 15.09530303,48.1633412 15.09561913,48.16326764 15.09580209,48.16323844 15.09584661,48.16323304 15.09584991,48.16323225 15.09585239,48.16323061 15.09593477,48.16315454 15.09594311,48.1631489 15.09595307,48.16314424 15.09596412,48.16314086 15.09597098,48.16309517 15.09601113,48.16309263 15.09603038,48.16313695 15.09603888,48.16313817 15.09604796,48.16314024 15.09605729,48.16314321 15.09615573,48.16319162 15.09616119,48.16319339 15.09616717,48.16319456 15.09617297,48.16319502 15.0961856,48.16319428 15.09647294,48.16316453 15.09689992,48.16313034 15.0980011,48.16304102 15.09836272,48.16300971 15.09886936,48.16297042 15.09944223,48.16291436 15.09955814,48.16288998 15.09972843,48.1628233 15.09975922,48.16281344 15.09977145,48.1628124 15.09977672,48.1628131 15.09976752,48.16284444 15.09984799,48.16285126 15.0998586,48.16282327 15.09990399,48.16271864 15.09999341,48.16262171 15.10008714,48.16255719 15.10083142,48.16214269 15.10083931,48.16213668 15.10100632,48.16204899 15.10101663,48.16204385 15.10101589,48.16204256 15.10101627,48.16204121 15.10105423,48.16202077 15.1010559,48.16201936 15.10112118,48.16198509 15.10114509,48.16196624 15.10120001,48.16192595 15.10122589,48.16190829 15.10123697,48.16190032 15.10124551,48.16189663 15.10126211,48.16188492 15.1012687,48.16187692 15.10128785,48.1618631 15.10130994,48.16184645 15.1013234,48.16184161 15.10134169,48.16182871 15.10135573,48.16181812 15.10136736,48.16180989 15.10138212,48.16179791 15.10139083,48.1617917 15.10140142,48.1617776 15.10140729,48.1617733 15.10143084,48.16175757 15.10145421,48.16173823 15.10146366,48.16173101 15.10147304,48.16172297 15.10149373,48.16170767 15.10149995,48.16169717 15.10155444,48.1616527 15.10156086,48.16164681 15.10157914,48.16162802 15.10157963,48.16161979 15.10158405,48.16160602 15.10159462,48.16159606 15.10159563,48.16159336 15.10160905,48.16157566 15.10163776,48.16154447 15.10164619,48.16154014 15.10166384,48.16152205 15.10167007,48.16151414 15.1016786,48.16150688 15.10167916,48.16150368 15.10167777,48.16149494 15.10167437,48.16150298 15.1016635,48.16150859 15.10166173,48.16151234 15.10163641,48.16154172 15.10163574,48.16154294 15.10163344,48.1615445 15.10160803,48.16157416 15.10160614,48.1615751 15.10159329,48.16159058 15.10158181,48.16159476 15.10157901,48.16160008 15.10157798,48.16160127 15.1015613,48.1616156 15.10155876,48.16161815 15.10152739,48.16162621 15.10152297,48.1616316 15.10150006,48.16164888 15.10149084,48.16165357 15.10146222,48.16167543 15.10145032,48.1616871 15.10143777,48.16169657 15.10142219,48.16170264 15.10141408,48.16171416 15.10141124,48.1617163 15.10139394,48.16172571 15.10138821,48.16172952 15.10137458,48.1617355 15.10136731,48.16174495 15.10133774,48.161764 15.10131497,48.16177766 15.101308,48.16178522 15.10130244,48.16178896 15.10128293,48.16179546 15.1012754,48.16180456 15.10126599,48.16181083 15.10125014,48.16182676 15.10124389,48.161831 15.10123198,48.16183401 15.10120435,48.16185297 15.10118942,48.16185654 15.10117829,48.16186378 15.1011684,48.16186971 15.10114521,48.16188482 15.10113637,48.16189013 15.10109347,48.16191792 15.10108467,48.16192324 15.1010576,48.16194101 15.10098235,48.16198611 15.1009631,48.16199787 15.10096187,48.16199909 15.10094656,48.162001 15.10093995,48.16200791 15.10093645,48.1620043315.12128587,48.17866103 15.12128389,48.17867804 15.12128364,48.17868894 15.12128155,48.17870595 15.12126029,48.17872615 15.12125123,48.17873315 15.12123086,48.17875038 15.12120899,48.17879512 15.12120677,48.17879819 15.12119727,48.17880892 15.12119034,48.17883989 15.12118135,48.17887516 15.12117832,48.17888473 15.1211863,48.17892427 15.12109608,48.17889453 15.12109612,48.17888386 15.12109754,48.178863 15.12109352,48.17883887 15.12108747,48.17882209 15.1210709,48.17879892 15.12106804,48.17879363 15.12106455,48.17870395 15.12106423,48.17870294 15.12106533,48.1787018 15.12116225,48.17864345 15.12118143,48.17860465 15.1212178,48.17863824 15.12126776,48.17863861 15.12128587,48.1786610315.11768216,48.18610204 15.11759903,48.1862145 15.11755853,48.18624487 15.11751867,48.18631411 15.117447,48.18636468 15.11737598,48.18634613 15.11734963,48.18631073 15.11738241,48.18625392 15.11739614,48.18622843 15.11740819,48.18620904 15.11748527,48.18607414 15.11754533,48.1860939 15.11757753,48.18605196 15.11760113,48.18602485 15.11766962,48.18600294 15.11770504,48.18601473 15.11770094,48.18607703 15.11768216,48.18610204114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.87637359,48.32083892 16.87644229,48.32085581 16.87643233,48.32085263 16.87637359,48.32083892118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.88141472,48.305263 16.88143453,48.30521829 16.88140935,48.30527464 16.88141472,48.305263118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z15.84318386,48.37082113 15.84320736,48.37080542 15.84320529,48.37080577 15.84316586,48.37082403 15.84314907,48.37083484 15.84318386,48.37082113117130Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Abflussstudie 2008 Johannesbach, km 5.000 - 11.750 Gemeinden St. Egyden, WürflachGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009PERZPLAN, Ingenieurbüro DI Thomas PerzjajaneinHW300neinneinjaWA3 - Regionalstelle Industrieviertel2D-Berechnung; Ist-Zustand; Im obersten Abschnitt (Bereich Gemeinde Würflach) keine gültige Ausweisung der HW-Überflutungszone, da die Untersuchung erst ab dem unteren Ende des Gemeindegebietes beauftragt war; Im gesamten Bearbeitungsgebiet gibt es keine Zubringer, jedoch ist der Abschnitt mit einer Vielzahl von Entwässerungsgräben ausgestattet, die berücksichtigt wurden; Projekt 9068 enthält die Überlappungsbereiche mit Projekt 1302 (Frauenbach);2022-08-30T22:00:00Z10002024-11-17T23:00:00Z16.07673224,47.78677176 16.07671762,47.7867629 16.07670248,47.78675713 16.0766834,47.78675189 16.07666857,47.78674918 16.07664696,47.78674671 16.07663212,47.78674602 16.07660975,47.78674572 16.0765364,47.78675052 16.07644528,47.78675828 16.07640781,47.78676125 16.07638977,47.78676237 16.07635412,47.78676315 16.07633205,47.78676259 16.07631716,47.78676175 16.07627998,47.78675889 16.07616876,47.78674875 16.07613281,47.7867445 16.07605999,47.78673559 16.07602524,47.78673082 16.07594966,47.78672197 16.0759133,47.78671703 16.07580595,47.78670166 16.07576891,47.78669682 16.0757408,47.78669275 16.07566013,47.78668246 16.07562307,47.78667829 16.07555016,47.7866721 16.07551303,47.78667044 16.07547599,47.78666991 16.07543905,47.7866705 16.07536426,47.78667262 16.07532784,47.78667322 16.07528869,47.78667471 16.07525676,47.78667477 16.0752136,47.78667547 16.07517555,47.78667561 16.07513868,47.78667432 16.07510266,47.78667198 16.07506489,47.78666991 16.07502749,47.78666683 16.07495354,47.7866585 16.07491663,47.78665378 16.07488002,47.78664871 16.07477155,47.78663193 16.07473424,47.78662703 16.07469861,47.78662085 16.07462646,47.786609 16.07455369,47.78659739 16.07451824,47.78659072 16.07449548,47.78658694 16.07444496,47.78657952 16.07440936,47.78657287 16.07437299,47.78656702 16.07433721,47.78656052 16.07430055,47.78655503 16.07419287,47.78653555 16.07415672,47.78652934 16.07408505,47.78651601 16.07404957,47.78650862 16.07402847,47.78650558 16.07401376,47.78650205 16.07400524,47.78650246 16.07399943,47.78650438 16.07398758,47.78650612 16.07398224,47.78651114 16.0739936,47.78652201 16.0740057,47.78652249 16.07404094,47.78653022 16.07406187,47.78653257 16.07411162,47.78654176 16.0742183,47.78655987 16.0742896,47.78657156 16.07432513,47.7865778 16.07439644,47.78658947 16.07443229,47.78659497 16.07450326,47.7866072 16.07453925,47.78661257 16.07461031,47.78662455 16.07471775,47.78664147 16.07478877,47.78665311 16.07493286,47.78667294 16.07496862,47.78667767 16.07500458,47.78668205 16.07507691,47.78668856 16.07511367,47.78669025 16.07520967,47.78669227 16.0752234,47.78669234 16.07526024,47.78669159 16.0752968,47.78669062 16.0753325,47.78669004 16.07540592,47.78668796 16.07544279,47.78668732 16.07547927,47.78668758 16.07555307,47.78669007 16.07558901,47.78669303 16.07562558,47.78669651 16.07573364,47.78670972 16.07580481,47.78671967 16.07584207,47.78672413 16.0759371,47.7867371 16.07598412,47.7867441 16.07601165,47.78674736 16.07605854,47.78675233 16.07609376,47.7867568 16.07616669,47.78676475 16.07620121,47.78676901 16.07626322,47.78677451 16.07631147,47.78677832 16.07633549,47.78677942 16.07634867,47.78677973 16.07637119,47.78677933 16.07640802,47.78677764 16.07644509,47.78677518 16.07645788,47.78677412 16.07649588,47.78677009 16.07653133,47.78676747 16.07656967,47.78676426 16.07662569,47.78676365 16.07664238,47.78676402 16.07666193,47.78676636 16.07667771,47.78676905 16.07669562,47.78677479 16.07670965,47.78678081 16.07672344,47.78679172 16.07673266,47.78679969 16.07674379,47.78681177 16.07676164,47.78683265 16.07676965,47.78684266 16.07677603,47.78685431 16.07678143,47.78686614 16.07678279,47.78689088 16.07677835,47.78691539 16.07678036,47.78691947 16.07677911,47.78692427 16.07678753,47.78693129 16.07679595,47.7869321 16.07679741,47.78692789 16.07680356,47.78692444 16.07680558,47.78692044 16.07680749,47.78689508 16.07680652,47.78686993 16.07679894,47.78684563 16.07679141,47.78683431 16.07678313,47.78682304 16.07676535,47.78680105 16.07675518,47.78679067 16.07674413,47.78678031 16.07673224,47.78677176114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.91428471,48.31170713 16.91416513,48.31162809 16.91422194,48.31174362 16.9141684,48.31163088 16.91428471,48.31170713114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.91552918,48.27857073 16.91553039,48.27857886 16.91553234,48.27858781 16.91552918,48.27857073118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.91699462,48.31170785 16.9170537,48.3116851 16.91704571,48.31168738 16.91699462,48.31170785114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.95594434,48.2405869 16.95596826,48.24060014 16.95594945,48.24058938 16.95594434,48.2405869118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.88337962,48.30087375 16.88338034,48.30087228 16.88339014,48.30084775 16.88337962,48.30087375117130Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Abflussstudie 2008 Johannesbach, km 5.000 - 11.750 Gemeinden St. Egyden, WürflachGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009PERZPLAN, Ingenieurbüro DI Thomas PerzjajaneinHW300neinneinjaWA3 - Regionalstelle Industrieviertel2D-Berechnung; Ist-Zustand; Im obersten Abschnitt (Bereich Gemeinde Würflach) keine gültige Ausweisung der HW-Überflutungszone, da die Untersuchung erst ab dem unteren Ende des Gemeindegebietes beauftragt war; Im gesamten Bearbeitungsgebiet gibt es keine Zubringer, jedoch ist der Abschnitt mit einer Vielzahl von Entwässerungsgräben ausgestattet, die berücksichtigt wurden; Projekt 9068 enthält die Überlappungsbereiche mit Projekt 1302 (Frauenbach);2022-08-30T22:00:00Z10002024-11-17T23:00:00Z16.06114191,47.78269526 16.06115347,47.78265398 16.06122924,47.78266157 16.06128542,47.78268184 16.06130188,47.78268456 16.06131916,47.78268638 16.06132387,47.78267321 16.06130636,47.78267097 16.06131057,47.78261485 16.06130864,47.78259118 16.06123901,47.78261036 16.06123078,47.78265335 16.06120297,47.78262866 16.06115738,47.78261228 16.06109174,47.78265341 16.06114191,47.78269526132130GefahrenzonenplanGefahrenzonenplanung Unrechttraisen, Gemeinden Hohenberg, St. Aegyd am Neuwalde und TürnitzGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2023HYDRO Ingenieure Umwelttechnik GmbHjajaneinHW300jajaneinWA3 - Regionalstelle Mostviertel2D-Berechnung, stationär; Überlappungsbereich mit Projekt 1247 (Traisen) in Projekt 9074 dargestellt; 2024-09-16T22:00:00Z10002024-11-17T23:00:00Z15.56822374,47.97453896 15.56819029,47.97457011 15.56818003,47.97457672 15.56818598,47.97457872 15.56822106,47.97457113 15.56822052,47.97456737 15.56822592,47.97457008 15.56822705,47.97456983 15.56823186,47.97455015 15.56822374,47.97453896118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.92392701,48.26891526 16.92393091,48.26890945 16.92391323,48.26893561 16.92392701,48.26891526116830Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Abflussuntersuchung Untere Traisen - Altmannsdorfer Wehr bis Mündung in die Donau, Abflussuntersuchung Traisen - Wilhelmsburg Nord - St. Pölten SüdGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009/2010/2017DonauConsult Ingenieurbüro GmbHjajaneinHW300neinneinneinWA3 - Regionalstelle Mostviertel2D-Berechnung, stationär; Gesamtaktualisierung 2017; HQ30 und HQ100:im Mündungsbereich zur Donau, für welche auch Überflutungsflächen bei HQ30 und HQ100 berechnet wurden, wurde jeweils die Fläche mit den größeren Ausuferungen ausgewiesen; HQ300: im Mündungsbereich Überlagerung mit Donau (bordvoll), die HQ300 Überflutungsfläche wurde nur soweit übernommen, solange sie größer als jene bei HQ100 (der Traisen bzw. der Donau) ist; Projekt 9010 enthält den Überlappungsbereich mit Projekt 1184 (Donau); 2022: Instandhaltungsmaßnahmen rechtes Werksbachufer in ÜF30 u. ÜF100 berücksichtigt und die ÜF100 mit der vorhandenen ÜF300 überlagert;2022-09-12T22:00:00Z10002024-11-17T23:00:00Z15.83352715,48.37344813 15.8335353,48.37344277 15.83354543,48.3734481 15.83358489,48.37344715 15.83359393,48.37344718 15.83364847,48.37344555 15.83365807,48.37343851 15.83367852,48.37344455 15.8338235,48.3734838 15.83383449,48.37348045 15.83393626,48.3734049 15.83382398,48.37339144 15.83378552,48.37337999 15.83371702,48.37338845 15.83370799,48.37338751 15.83365866,48.37339398 15.83364317,48.37339945 15.8335992,48.37340994 15.83358035,48.37340986 15.83353846,48.37341533 15.8335018,48.37342829 15.83349137,48.37343515 15.83347607,48.37343739 15.83346098,48.37344272 15.83333734,48.37345371 15.83332757,48.37345858 15.83327264,48.37348275 15.8332847,48.37350968 15.83325517,48.37358789 15.83328592,48.3736423 15.83347397,48.37365411 15.83353574,48.3736136 15.83351953,48.3735446 15.83346534,48.37350038 15.83347104,48.37348973 15.83352715,48.37344813114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.91654706,48.30941542 16.91654927,48.30942653 16.91655326,48.30944401 16.91654706,48.30941542118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.88566939,48.29573818 16.88567221,48.29573049 16.88564283,48.2958021 16.88566939,48.29573818118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z15.87736871,48.36067781 15.8773354,48.36067665 15.87733286,48.3606792 15.87732923,48.3606943 15.87733544,48.36069765 15.87735975,48.36070025 15.87737895,48.36069505 15.87736871,48.36067781114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.969514,48.21028611 16.96951414,48.21029858 16.96953006,48.21032073 16.969514,48.21028611118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z15.92727024,48.34199325 15.92726689,48.34198885 15.92722035,48.34200888 15.9272336,48.34200387 15.92725277,48.34199717 15.92725963,48.34199514 15.92726435,48.34199409 15.92727024,48.34199325118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.96288076,48.23120011 16.96290364,48.23114816 16.96289869,48.23115749 16.96288076,48.23120011114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.96171324,48.2931237 16.96171463,48.29312782 16.96172746,48.2931602 16.96171324,48.2931237124730Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Abflussuntersuchung Traisen, Abschnitt Türnitz - WilhelmburgGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2017DonauConsultjajaneinHW300neinneinneinWA3 - Regionalstelle Mostviertel2D-Berechnung, stationär; Überlappungsbereich mit Projekt 1057 (Steubach) in Projekt 9042, mit Projekt 1057 (Gölsen (nur HW100, HW300) in Projekt 9043, mit Projekt 1057 (Zögersbach) in Projekt 9044, mit Projekt 1321 (Unrecht Traisen) in Projekt 9074 dargestellt; 2024-09-16T22:00:00Z10002024-11-17T23:00:00Z15.5679949,47.97540233 15.56797902,47.97539494 15.56799485,47.97540236 15.56799756,47.97540522 15.5679949,47.97540233114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.88608554,48.34055651 16.88603174,48.34058471 16.88608256,48.34056224 16.88608554,48.34055651118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.90948374,48.32583386 16.90949825,48.32579342 16.9094875,48.32582259 16.90948374,48.32583386131130Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)ABU Enns km 3,300 - km 8,200Gültigkeit siehe Layer 'Hochwasser-Datenverfügbark2021Ingenieurbüro Dr. Lang ZT-GmbHjajaneinHW300neinneinneinWA3 - Regionalstelle Mostviertel2D-Berechnung; HQ30 stationäre Berechnung, HQ100 instationäre Berechnung mit 2-fachem Dammbruchszenario (1x Dammbruch bestehender Damm Kötting, 1 x Dammbruch bestehender Damm Ennsdorf), HQ300 stationäre Berechnung; Projekt 9069 enthält die Überlappungsbereiche mit Projekt 1184 (Donau); 2024-05-07T22:00:00Z10002024-11-17T23:00:00Z14.50249959,48.22702312 14.50250992,48.22702614 14.5025063,48.22702407 14.50249959,48.22702312114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.96175858,48.23584407 16.96174398,48.23596832 16.96174837,48.23596321 16.96175858,48.23584407118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.95809973,48.24018779 16.95810176,48.24018681 16.95804365,48.24020464 16.95804122,48.24020572 16.95804431,48.24020626 16.95805918,48.24020431 16.95809973,48.24018779127430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)LEITHA - Abflussuntersuchung Zustand 2018, Leithawasserverband IVGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2020Werner Consult ZT GmbHjajaneinHW300neinneinneinWA3 - Regionalstelle Industrieviertel2d-Berechnung, instationär; Zustand 2018; die ÜF der RHBs Katzelsdorf und Lichtenwörth wurden 2021 ergänzt; Projekt 9054 enthält die Überlappungsbereiche mit Projekt 1201 (Pitten); Projekt 9066 enthält die Überlappungsbereiche mit Projekt 1302 (Warme Fischa); 2022-08-29T22:00:00Z10002024-11-17T23:00:00Z16.30386838,47.8469264 16.30386815,47.84692619 16.30386886,47.84692726 16.30386838,47.8469264114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.93173772,48.26537525 16.93179613,48.26537948 16.93178107,48.26537582 16.93173772,48.26537525126630Detailprojekt (Ausführungsprojekt, Einreichprojekt)Hochwasserschutz Kammern, AusführungsprojektGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2018Werner ConsultjajaneinHW300neinjaneinWA3 - Regionalstelle Waldviertel2d-Berechnung, stationär; iim Rahmen des Projekts wurden rote Gefahrenzonen erstellt und digital geliefert; Die flussauf und flussab gelegenen Grenzen der digital übernommenen Flächen wurden vom Projetkersteller definiert; Überlappungsbereiche (HW30, HW100, HW300) mit Projekt 1138 in Projekt 9051 und mit Projekt 1256 in Projekt 9052 dargestellt;2019-03-31T22:00:00Z10002024-11-17T23:00:00Z15.70185505,48.46360613 15.70172781,48.46360148 15.70163905,48.46363819 15.70163625,48.46364232 15.70163834,48.4636424 15.70166069,48.46364903 15.70166823,48.46365077 15.70167593,48.46365163 15.7016839,48.46365163 15.7016916,48.46365073 15.70178904,48.46362853 15.701817,48.46361881 15.70185505,48.46360613118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.88350058,48.31467702 16.88349583,48.31467011 16.88350756,48.31469409 16.88350058,48.31467702114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.93029081,48.24395571 16.93023417,48.24398156 16.93024205,48.24397803 16.93029081,48.24395571114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.97055211,48.20234462 16.97054468,48.20240368 16.97054616,48.20239608 16.97055211,48.20234462124630GefahrenzonenplanGefahrenzonenplan Laabenbach/Große Tulln, Revision 2016Gültigkeit siehe Layer 'Hochwasser-Datenverfügbark2017DonauConsultjajaneinHW300jajajaWA3 - Regionalstelle Mostviertel2D-Berechnung, stationär; Szenario: HW30 Reinwasser, HW100 u. HW300 Gefahrenszenario; rot-gelber und blauer FB vorhanden; Überlappungsbereiche (HW30, HW100 und HW300) mit Projekt 1122 in Projekt 9046, mit Projekt 1146 in Projekt 9047, mit Projekt 1257 in Projekt 9049, mit Projekt 1271 in Projekt 9058 und mit Projekt 1208 (hier auch Rote Zone) in Projekt 9048 dargestellt; 2022: HWS KG Inprugg in ÜF100, ÜF300 berücksichtigt;2022-09-12T22:00:00Z10002024-11-17T23:00:00Z15.90737213,48.20496667 15.90742464,48.20496548 15.90747336,48.20496686 15.90744843,48.20495961 15.90742976,48.20493976 15.90742187,48.20491994 15.90743546,48.2049038 15.90745709,48.2048931 15.907484,48.2048932 15.90751361,48.20489151 15.90754854,48.20489704 15.9076192,48.20490321 15.90760711,48.2048944 15.90753941,48.20488549 15.90752606,48.20487575 15.90749914,48.20487636 15.90748552,48.20486642 15.9074592,48.2048852 15.90744517,48.20489379 15.90740501,48.20492996 15.90739098,48.20493856 15.90736888,48.20496204 15.90737213,48.20496667118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.9217036,48.30277319 16.92170015,48.30276151 16.92170068,48.30276681 16.9217036,48.30277319114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.95892881,48.26132871 16.95895039,48.26139188 16.95894134,48.26133542 16.95892881,48.26132871114630Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)ABU IV - Los D.1 (Seebach, Moosbach, Stössingbach, Michelbach, Perschling Oberlauf)Gültigkeit siehe Layer 'Hochwasser-Datenverfügbark2010DonauConsult Zottl & Erber Zt.-GmbHjajaneinHW300neinneinneinWA3 - Regionalstelle MostviertelBerechnung des Ist-Zustandes anhand detaillierter 2D-Berechnung; Überlappungsbereich mit Projekt 1246 in Projekt 9047 dargestellt; 2022: HWS Gedesag, Würmla in ÜF30 u. ÜF100 berücksichtigt; 2022-09-12T22:00:00Z10002024-11-17T23:00:00Z15.8980264,48.25151197 15.89803091,48.25152295 15.89804279,48.25151511 15.8980264,48.25151197127430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)LEITHA - Abflussuntersuchung Zustand 2018, Leithawasserverband IVGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2020Werner Consult ZT GmbHjajaneinHW300neinneinneinWA3 - Regionalstelle Industrieviertel2d-Berechnung, instationär; Zustand 2018; die ÜF der RHBs Katzelsdorf und Lichtenwörth wurden 2021 ergänzt; Projekt 9054 enthält die Überlappungsbereiche mit Projekt 1201 (Pitten); Projekt 9066 enthält die Überlappungsbereiche mit Projekt 1302 (Warme Fischa); 2022-08-29T22:00:00Z10002024-11-17T23:00:00Z16.27083636,47.77082876 16.27085809,47.77073682 16.27078648,47.77073794 16.27069124,47.77078423 16.27060152,47.77074567 16.27051855,47.77067468 16.27035515,47.77058554 16.27040629,47.77052391 16.27033355,47.77053814 16.27026673,47.77053497 16.27009842,47.77043793 16.26973866,47.77028444 16.2694645,47.77012578 16.26945012,47.77008313 16.2693381,47.77002901 16.26921013,47.76994569 16.26901873,47.76979784 16.26883993,47.76960702 16.26875322,47.76958425 16.26867918,47.76952604 16.26869587,47.76946549 16.26868397,47.76944584 16.2686234,47.76940684 16.26855776,47.76928519 16.26838539,47.76910411 16.26818545,47.76878221 16.26809651,47.76859662 16.26815769,47.76812352 16.26810534,47.76785799 16.26810184,47.76765966 16.26818341,47.7673396 16.26831489,47.76715951 16.26834884,47.76701473 16.2683815,47.76700595 16.26840728,47.7670218 16.26843771,47.76700903 16.26844775,47.76698299 16.26834426,47.76692827 16.26837206,47.76659195 16.268357,47.76632581 16.26842689,47.76593287 16.26841949,47.76580049 16.26839267,47.7657169 16.2684565,47.76549836 16.2683608,47.76517561 16.26824939,47.76488204 16.26784381,47.76424513 16.26770623,47.76409164 16.26758189,47.76399003 16.26750409,47.76383439 16.26738949,47.76374775 16.26727789,47.7636938 16.26714023,47.7635686 16.2671229,47.76352003 16.26716257,47.76350745 16.26708942,47.76342906 16.26708319,47.76340201 16.26710123,47.7633739 16.26708113,47.76326157 16.26709749,47.76306336 16.26704055,47.76305381 16.26722281,47.76290317 16.26763195,47.76266144 16.26791428,47.76250402 16.26821733,47.76236659 16.2682542,47.76238977 16.26831427,47.76248178 16.26828093,47.76259924 16.26841447,47.76247863 16.26855916,47.76240475 16.2685866,47.76229303 16.26866657,47.76230523 16.26873947,47.76229172 16.26888292,47.76221209 16.26910453,47.76205766 16.2691575,47.76205422 16.26920111,47.76202696 16.26922042,47.76195067 16.26914444,47.76183419 16.26908218,47.76167267 16.26908674,47.76152848 16.26906318,47.76141491 16.2691236,47.76138301 16.26924751,47.7612795 16.26926996,47.76129485 16.26935056,47.76127674 16.26930757,47.76125527 16.26932314,47.76119009 16.26931309,47.76110492 16.26924836,47.76083042 16.26919649,47.76072576 16.2689388,47.76036662 16.268833,47.76027837 16.26889468,47.76021892 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16.31418275,47.83523244 16.3141272,47.83524861 16.3140938,47.83528009 16.31404766,47.83529058 16.31401766,47.8352861 16.3139768,47.83524828 16.31388737,47.83529161 16.31376997,47.83529913 16.31370037,47.83526782 16.31362741,47.83532146 16.31359347,47.8353755 16.31356675,47.83537638 16.31351999,47.83529694 16.31343324,47.83521885 16.31315957,47.83508917 16.31303261,47.835004 16.31289489,47.83496379 16.31283989,47.83492887 16.31283259,47.83490661 16.31276379,47.83488168 16.31269528,47.83483705 16.31263479,47.83485685 16.31254713,47.83483815 16.31250878,47.83479902 16.31249384,47.83474755 16.31244886,47.83471677 16.31216256,47.83466307 16.31212541,47.8346063 16.3121365,47.83453905 16.31210965,47.83450317 16.31205713,47.8344772 16.31199098,47.83442086 16.31196323,47.83442316 16.31197591,47.83434641 16.31193237,47.83431324 16.3120053,47.83425089 16.3119585,47.83405169 16.31198316,47.83400746 16.31195303,47.83391498 16.31190008,47.83385801 16.31187011,47.83384938 16.31186453,47.8337669 16.31189186,47.83371156 16.31189191,47.83366067 16.31185408,47.83363715 16.31180423,47.83357253 16.31169754,47.83353068 16.3116686,47.8335045 16.31166945,47.83346777 16.31178373,47.8333301 16.31181005,47.83326994 16.31187419,47.83322692 16.31188184,47.83320788 16.31186892,47.83317265 16.31169389,47.83299748 16.31168495,47.83294485 16.31170396,47.8329258 16.31181279,47.83291019 16.31170764,47.83291182 16.31158163,47.83298835 16.3115405,47.83296209 16.31153962,47.83293782 16.31143742,47.83285445 16.31138011,47.8327821 16.31134818,47.83278581 16.31135386,47.83275039 16.31130672,47.83269563 16.31130803,47.83256832 16.31133685,47.83253596 16.31130633,47.83248961 16.31129476,47.83240817 16.31130426,47.83234493 16.31128939,47.83228321 16.31130744,47.83212439 16.3113706,47.83202125 16.3114814,47.83200652 16.3115192,47.83198012 16.3115725,47.8319141 16.31163795,47.83188343 16.31167211,47.83184089 16.31171065,47.83181982 16.31173926,47.83175897 16.31170651,47.83171282 16.31171623,47.83167999 16.31168238,47.83165296 16.31163267,47.83156941 16.31164658,47.83149547 16.31160732,47.83141191 16.31158036,47.83137205 16.31146047,47.83129578 16.31144703,47.83126276 16.31150422,47.83114734 16.31152953,47.83112485 16.31153204,47.83109766 16.31151169,47.83107475 16.31147654,47.83110569 16.31144241,47.83119731 16.31142678,47.83121371 16.3113914,47.83121087 16.31137211,47.83118331 16.31140367,47.83112934 16.31131541,47.83100212 16.31128014,47.8309754 16.31127665,47.83094585 16.31116018,47.83084212 16.31105773,47.83079993 16.31099612,47.83075702 16.31099159,47.83071553 16.31101853,47.83066913 16.31098449,47.83065091 16.31095093,47.83063294 16.31088335,47.83061712 16.31083379,47.83056709 16.31068387,47.83049795 16.31057108,47.83041938 16.31047492,47.83037454 16.31043518,47.83037925 16.31036866,47.83028957 16.31024403,47.83021265 16.31019691,47.83014102 16.31025455,47.83011162 16.31032372,47.83010207 16.31038356,47.8301126 16.31037363,47.83016288 16.31040929,47.83017709 16.31040025,47.83016005 16.31041685,47.83012562 16.31050492,47.83015251 16.31055647,47.83018213 16.31067843,47.83017982 16.31084136,47.8303033 16.31086396,47.8304121 16.31100282,47.83058997 16.31098449,47.83065091 16.31100703,47.8305902 16.31087385,47.83040951 16.31084561,47.83030105 16.3106813,47.83017851 16.3105702,47.83013646 16.31044457,47.83006812 16.31039447,47.83009059 16.31032487,47.83009976 16.31027647,47.83004761 16.310298,47.82997715 16.31028965,47.82989969 16.31018604,47.82989204 16.31015647,47.82978999 16.31050511,47.82980241 16.3105586,47.8298268 16.31059549,47.82980409 16.31091071,47.82985427 16.31089924,47.82985185 16.31100397,47.8297846 16.31104979,47.82982 16.3111474,47.82984502 16.31114294,47.82983253 16.31108491,47.82978021 16.31100219,47.82978152 16.31087697,47.82976005 16.31079498,47.82968151 16.31066131,47.82960841 16.31062301,47.82961566 16.31033724,47.82953211 16.31022386,47.82939459 16.31008596,47.82936075 16.31026093,47.82920888 16.31004362,47.829166 16.30986534,47.8290619 16.3099138,47.82891267 16.3098294,47.82882658 16.30978428,47.82882466 16.30975817,47.82887302 16.30956763,47.82891437 16.30949315,47.82879528 16.30938219,47.82868814 16.30944027,47.82853278 16.30942811,47.8285151 16.3093561,47.82849241 16.30915224,47.82854832 16.30908908,47.82843266 16.3089865,47.82838001 16.30899638,47.82823024 16.30892727,47.82812505 16.30887078,47.82809319 16.30883976,47.82809634 16.3087985,47.82804632 16.30872071,47.82799261 16.30864187,47.8280458 16.30860854,47.82809047 16.30882137,47.82811004 16.30879643,47.82820785 16.30882601,47.82828483 16.30885798,47.8283068 16.30885596,47.82838408 16.30880509,47.82841585 16.3086289,47.82842492 16.30857787,47.82835749 16.30863396,47.82832477 16.30856185,47.82834482 16.30836129,47.82826692 16.30835368,47.82821024118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.87881175,48.34673553 16.878842,48.34671453 16.87881856,48.34673073 16.87881175,48.34673553118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.33394789,48.30123408 16.33394407,48.30122711 16.3339434,48.30122897 16.33393105,48.30121407 16.33391092,48.30118791 16.33390989,48.30118777 16.33389604,48.30119466 16.33390455,48.30119901 16.33392936,48.30122631 16.33395161,48.30125607 16.33403435,48.30130444 16.33397995,48.30126641 16.33395742,48.30124996 16.33394767,48.30123495 16.33394789,48.30123408118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.91485793,48.31161588 16.91489532,48.3115696 16.91485996,48.31160489 16.91485793,48.31161588126630Detailprojekt (Ausführungsprojekt, Einreichprojekt)Hochwasserschutz Kammern, AusführungsprojektGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2018Werner ConsultjajaneinHW300neinjaneinWA3 - Regionalstelle Waldviertel2d-Berechnung, stationär; iim Rahmen des Projekts wurden rote Gefahrenzonen erstellt und digital geliefert; Die flussauf und flussab gelegenen Grenzen der digital übernommenen Flächen wurden vom Projetkersteller definiert; Überlappungsbereiche (HW30, HW100, HW300) mit Projekt 1138 in Projekt 9051 und mit Projekt 1256 in Projekt 9052 dargestellt;2019-03-31T22:00:00Z10002024-11-17T23:00:00Z15.70576583,48.46466408 15.7057564,48.46465941 15.70575175,48.46466351 15.70574804,48.4646688 15.70574515,48.46467543 15.70574342,48.46468269 15.70574306,48.46468975 15.70574417,48.46469574 15.7057672,48.46475775 15.70577052,48.46476388 15.70577481,48.46476927 15.70577976,48.46477448 15.70579166,48.46478459 15.7058107,48.46479911 15.70581696,48.46480479 15.7058218,48.46481114 15.70586229,48.46488301 15.70587544,48.46491041 15.70588655,48.46493888 15.70589684,48.46495874 15.70590049,48.4649645 15.70590512,48.46497018 15.70590989,48.4649755 15.70591528,48.46498044 15.7060245,48.46506016 15.7060405,48.46507027 15.70612476,48.46510872 15.70613091,48.46511083 15.70613625,48.46511195 15.70614084,48.46511184 15.70614485,48.46511056 15.7061485,48.46510773 15.7061519,48.46510323 15.70615506,48.46509757 15.70616725,48.46507438 15.70616931,48.4650689 15.70616975,48.46506381 15.70616717,48.46505246 15.7061649,48.46504602 15.70616206,48.46504016 15.70615426,48.4650284 15.70614994,48.46502276 15.70613942,48.46501165 15.70612306,48.46499535 15.70611121,48.46498545 15.70607273,48.46495709 15.70593602,48.46479562 15.70592233,48.46477816 15.70589652,48.46475052 15.70588576,48.46473998 15.7058801,48.46473506 15.70582122,48.46469277 15.70581274,48.46468764 15.70576583,48.46466408114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.96147724,48.24364489 16.96145569,48.24369398 16.96146771,48.24368439 16.96147724,48.24364489123830Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)HWS Kamp UnterlaufGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2015Werner Consult ZT GesmbhjajaneinHW300neinneinneinWA3 - Regionalstelle Waldviertel2D-Berechung, instationär; Fertigstellung der HWS-Maßnahmen: 2015; Die Ausweisungen wurden nach Rückspache mit dem Planer von der Bahnlinie in der KG Hadersdrof flussab digital übernommen; In der KG Hadersdorf liegen Ausweisungen der roten Zone Flussbau aus dem Ausführungsprojekt Hochwasserschutz Kammern (ID 1266) vor; Überlappungsbereich mit Projekt 1184 in Projekt 9039 dargestellt (HW30, HW100 und HW300);2019-03-31T22:00:00Z10002024-11-17T23:00:00Z15.76844265,48.39157631 15.76874543,48.39143357 15.76880396,48.39142392 15.76896098,48.39143361 15.7690826,48.3913895 15.76911102,48.39131898 15.76904337,48.39128568 15.76902482,48.391271 15.76901276,48.39128807 15.76879564,48.39123862 15.7687705,48.39123989 15.76875398,48.39124452 15.76870313,48.39125657 15.76865773,48.3912563 15.76858157,48.3912997 15.76844783,48.39127196 15.76844101,48.391272 15.76843822,48.39127134 15.76843463,48.39126894 15.76841829,48.39126918 15.76811355,48.39125923 15.76807297,48.39124229 15.76797396,48.3912468 15.7679528,48.39116446 15.76803148,48.39116406 15.76806159,48.39114717 15.76807615,48.39114327 15.76809408,48.39113945 15.76816017,48.39114324 15.76821492,48.39111834 15.76824913,48.3911185 15.76831237,48.39110224 15.76832185,48.39109946 15.76836803,48.39108786 15.76838303,48.39108136 15.76840269,48.3910748 15.76847206,48.39108088 15.76851158,48.39107472 15.7685253,48.39107528 15.76857747,48.39104271 15.76862585,48.39103014 15.76868442,48.39097742 15.76876995,48.39095357 15.76871142,48.39093422 15.76867622,48.39094882 15.76857948,48.39099173 15.76857464,48.3909922 15.76856897,48.3909939 15.76845524,48.39100362 15.76845183,48.39100505 15.76841736,48.39102729 15.76836742,48.391038 15.7683612,48.39104014 15.76832313,48.39105641 15.76831667,48.39105467 15.76825691,48.39107257 15.76816297,48.39108975 15.76815636,48.39109227 15.76810506,48.3911087 15.76809466,48.39110948 15.76804573,48.39111543 15.76800139,48.39112437 15.76789279,48.39114335 15.76788722,48.39114401 15.76777956,48.39116056 15.76777455,48.391162 15.76769932,48.3911888 15.76776896,48.39122854 15.76783564,48.39126706 15.76776707,48.39127926 15.76770579,48.39131425 15.76773486,48.39133849 15.767737,48.39135313 15.767752,48.39141255 15.76776793,48.3914274 15.7677908,48.39145085 15.76780287,48.3914705 15.76791286,48.39151012 15.76792076,48.3915093 15.7679326,48.39151289 15.76816459,48.39155286 15.76823856,48.3915402 15.76844265,48.39157631118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.94732537,48.25665127 16.94731147,48.25662904 16.94733158,48.25666227 16.94732537,48.25665127114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.86729118,48.35202824 16.86720408,48.3520551 16.86728709,48.3520296 16.86729118,48.35202824117430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)ABU NÖ II - Erweiterung Teilgebiet Seiseneggerbach; Einarbeitung Betriebsgebiet HermannsdorfGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2011Büro Pfeiller & Lang ZT-GmbHjajaneinHW300neinneinneinWA3 - Regionalstelle Mostviertelstationäre 2D-Berechnung; IST-Zustand, nur Abflussmulde entlang Betriebsgebiet Hermannsdorf als Bauzustand mangels Bestandsvermessung; 2012-12-31T23:00:00Z10002024-11-17T23:00:00Z14.97965946,48.12676077 14.97963849,48.12675904 14.97959692,48.12675498 14.97957598,48.12675361 14.97953696,48.12674989 14.97953236,48.12678019 14.97958716,48.12678581 14.97960825,48.12678832 14.9796505,48.12679272 14.97965946,48.12676077114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.96238676,48.293427 16.9623954,48.29345454 16.96239079,48.29343368 16.96238676,48.293427114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.96796225,48.27913633 16.96796525,48.27914147 16.96796355,48.2791381 16.96796225,48.27913633117130Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Abflussstudie 2008 Johannesbach, km 5.000 - 11.750 Gemeinden St. Egyden, WürflachGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009PERZPLAN, Ingenieurbüro DI Thomas PerzjajaneinHW300neinneinjaWA3 - Regionalstelle Industrieviertel2D-Berechnung; Ist-Zustand; Im obersten Abschnitt (Bereich Gemeinde Würflach) keine gültige Ausweisung der HW-Überflutungszone, da die Untersuchung erst ab dem unteren Ende des Gemeindegebietes beauftragt war; Im gesamten Bearbeitungsgebiet gibt es keine Zubringer, jedoch ist der Abschnitt mit einer Vielzahl von Entwässerungsgräben ausgestattet, die berücksichtigt wurden; Projekt 9068 enthält die Überlappungsbereiche mit Projekt 1302 (Frauenbach);2022-08-30T22:00:00Z10002024-11-17T23:00:00Z16.07282464,47.7876878 16.07295857,47.78764901 16.07297879,47.78765159 16.07298315,47.78763821 16.07296664,47.78763487 16.07293093,47.78758724 16.07294967,47.78763134 16.07282464,47.7876878131130Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)ABU Enns km 3,300 - km 8,200Gültigkeit siehe Layer 'Hochwasser-Datenverfügbark2021Ingenieurbüro Dr. Lang ZT-GmbHjajaneinHW300neinneinneinWA3 - Regionalstelle Mostviertel2D-Berechnung; HQ30 stationäre Berechnung, HQ100 instationäre Berechnung mit 2-fachem Dammbruchszenario (1x Dammbruch bestehender Damm Kötting, 1 x Dammbruch bestehender Damm Ennsdorf), HQ300 stationäre Berechnung; Projekt 9069 enthält die Überlappungsbereiche mit Projekt 1184 (Donau); 2024-05-07T22:00:00Z10002024-11-17T23:00:00Z14.49447216,48.22588892 14.49446597,48.22588397 14.49439918,48.2258712 14.49442488,48.22589639 14.49447216,48.22588892118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.9443757,48.24634164 16.94439215,48.24637469 16.94438094,48.24635196 16.9443757,48.24634164114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.94760179,48.2570945 16.94761507,48.25711574 16.94762234,48.25712693 16.94760179,48.2570945118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.95771182,48.25704409 16.95770429,48.25702141 16.95770944,48.25703987 16.95771182,48.25704409114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.89346304,48.30211172 16.89354834,48.30220292 16.89354769,48.3021992 16.89346725,48.30211063 16.89346304,48.30211172114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.95949857,48.28476564 16.9595107,48.28480106 16.95950779,48.28479246 16.95949857,48.28476564118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.89363168,48.29211074 16.89361635,48.29210837 16.89359395,48.29213083 16.89363168,48.29211074114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.91852457,48.27399017 16.91849919,48.27402198 16.91849257,48.27403099 16.91852457,48.27399017118830Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)ABU IV, Los D4, "Wr. Becken Bäche"Gültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012IB Dr. Blasy - Dr. Overland Beratende Ingenieure GmbH & Co. KGjajaneinHW300neinneinneinWA3 - Regionalstelle Industrieviertel2D-Berechnung stationär für Auebach, 2D-Berechnung instationär für Natschbach; 2015 wurden die ÜF für den Veitsauer Bach und der Frauenbach neu ausgewiesen und unter der Projekt ID 1212 digital übernommen; 2015-04-20T22:00:00Z10002024-11-17T23:00:00Z16.06851902,47.6933557 16.06861045,47.6933776 16.06854629,47.69332352 16.06853779,47.69331484 16.06852027,47.69331096 16.06851907,47.69329642 16.06845929,47.69327472 16.06841106,47.69324975 16.06839084,47.69322662 16.06838074,47.69322345 16.06834709,47.69320614 16.06833529,47.69318815 16.06830739,47.69316987 16.06823432,47.69311181 16.06823412,47.69307866 16.06816797,47.69305917 16.06809522,47.69300971 16.06809261,47.6930057 16.06807954,47.69295753 16.06804339,47.69295269 16.06803115,47.69295463 16.06797038,47.69291702 16.06796552,47.69291613 16.06796231,47.69291462 16.06792642,47.69290492 16.06791551,47.69290167 16.06790365,47.69289692 16.06788912,47.69289308 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16.06968016,47.69417351 16.06965526,47.69417337 16.06964277,47.69417196 16.0696389,47.69416735 16.06963594,47.69416018 16.06961628,47.69415734 16.06956964,47.69415685 16.06954645,47.69414636 16.06953138,47.69414204 16.0694872,47.6941365 16.06946711,47.69412515 16.069433,47.69411578 16.06940835,47.69410999 16.06939465,47.69410354 16.06937577,47.69409368 16.06937002,47.69408324 16.06936214,47.69406521 16.06934678,47.69403768 16.06934176,47.69402767 16.06933526,47.69400854 16.06933294,47.69400281 16.06932097,47.6939807 16.06931871,47.69397525 16.06930652,47.69395293 16.06929472,47.69393483 16.06928862,47.69392146 16.06927895,47.69390613 16.06926828,47.69389019 16.0692603,47.69388094 16.06925038,47.69387225 16.06923936,47.69386119 16.06922568,47.69384652 16.06921574,47.69383069 16.06920602,47.69380901 16.06919921,47.69379826 16.06918533,47.6937854 16.06917395,47.69376821 16.06916659,47.69374654 16.06915877,47.6937327 16.06914963,47.69369466 16.06913061,47.69365965 16.06912084,47.69364874 16.0691039,47.69362749 16.06908127,47.69359327 16.06907237,47.69358245 16.06905196,47.69356211 16.06904432,47.69355403 16.06901823,47.69353307 16.06897135,47.69349633 16.06894515,47.69347747 16.06892187,47.6934636 16.06890736,47.69345713 16.06888627,47.69343794 16.06888359,47.69343375 16.06887431,47.69343014 16.06884039,47.69342094 16.06880417,47.69338379 16.06875507,47.69337834 16.06874875,47.6933739 16.06873891,47.6933649 16.06873646,47.69337985 16.06870201,47.69338691 16.06868489,47.69338668 16.06861045,47.6933776 16.06853693,47.69338854 16.06852715,47.69338963 16.06846571,47.69338929 16.0684523,47.69338689 16.06844026,47.69338256 16.06842245,47.69337009 16.06841687,47.69336455 16.06841004,47.69333746 16.06838706,47.69328716 16.06845479,47.69331047 16.06846882,47.69334489 16.06851616,47.6933534 16.06851902,47.693355716.08030115,47.69710809 16.08037481,47.69713639 16.08036615,47.69707379 16.08043543,47.69707343 16.08051326,47.69704579 16.08056077,47.69706689 16.08052269,47.69708576 16.08049131,47.69710213 16.08045402,47.69711803 16.08041709,47.697131 16.08040485,47.6971336 16.08037481,47.69713639 16.08033335,47.69714614 16.08029263,47.69715268 16.08025025,47.69715728 16.08023442,47.69710612 16.08030115,47.6971080916.06805203,47.69322542 16.06808575,47.69322434 16.06808992,47.69322877 16.06813822,47.69325646 16.06816638,47.69328058 16.06818828,47.69329007 16.06820409,47.69330275 16.06823364,47.69331396 16.06824137,47.69331907 16.06829921,47.69331209 16.06831465,47.69331556 16.06833511,47.69332328 16.06834988,47.69332816 16.06836226,47.69334575 16.06836112,47.69336222 16.0683673,47.69337531 16.06838015,47.69338765 16.06840522,47.69342559 16.06833263,47.69340192 16.06830285,47.69337971 16.06830137,47.6933771 16.0682882,47.69336819 16.06826826,47.69335315 16.06823776,47.69333991 16.06822548,47.6933339 16.06819624,47.69332063 16.06818412,47.69331452 16.06815729,47.69330622 16.0681451,47.69330037 16.06812164,47.69328832 16.06811072,47.69328141 16.06805476,47.69323469 16.06805203,47.6932254216.08174939,47.69710532 16.08179612,47.69712114 16.08182363,47.69714848 16.08182881,47.69715021 16.08184092,47.69714988 16.08188046,47.69714978 16.08190491,47.69714596 16.08193227,47.69714036 16.08194698,47.69714278 16.08198081,47.69714102 16.08199777,47.69714197 16.08202948,47.69713921 16.08203473,47.69713646 16.08207863,47.69713367 16.08212626,47.69714208 16.08208636,47.69714822 16.08207663,47.6971491 16.08202892,47.69715036 16.08197737,47.69715429 16.0819445,47.69715826 16.08192671,47.69715896 16.08188723,47.69715786 16.08187773,47.69715796 16.08184143,47.69716766 16.08182488,47.69717104 16.08180205,47.69717864 16.08177397,47.69718478 16.0817434,47.69719896 16.08173928,47.69720156 16.08170366,47.69721441 16.08166727,47.69723729 16.0816706,47.69720379 16.08167414,47.69719862 16.08169824,47.69713984 16.081735,47.69713575 16.08174939,47.6971053216.06635612,47.69274745 16.06629735,47.69274503 16.06622041,47.69273654 16.06618642,47.69274704 16.06612087,47.69270579 16.06613584,47.69266816 16.06617246,47.69267677 16.06618905,47.69266649 16.06621242,47.69266972 16.0662204,47.69267125 16.06622905,47.69267421 16.066266,47.6926796 16.06626872,47.69269324 16.0662921,47.69268507 16.06631313,47.69268938 16.06633747,47.69269333 16.06637199,47.69270016 16.06635612,47.6927474516.07141773,47.69477631 16.07138617,47.69476363 16.07135779,47.69475291 16.07134876,47.69474882 16.07131686,47.69472921 16.07128096,47.69471143 16.07127431,47.69470985 16.07124913,47.69470195 16.07124149,47.69469849 16.07121477,47.69468148 16.07120927,47.69467765 16.07120157,47.69467418 16.07117745,47.6946592 16.07115544,47.69464867 16.07113972,47.69464317 16.07111975,47.69463377 16.07113558,47.69462041 16.07118025,47.69461239 16.07119901,47.69464608 16.07122252,47.69465253 16.07125293,47.69467268 16.07128585,47.69468196 16.07132959,47.69467554 16.0713342,47.6946777 16.07135564,47.69471647 16.07137946,47.69472085 16.07139377,47.69473212 16.07143177,47.69474927 16.07144513,47.69475575 16.07146506,47.69476025 16.07148613,47.69476806 16.07151068,47.69477309 16.07151314,47.69478665 16.07152927,47.69479417 16.07154661,47.6948051 16.07156057,47.69481177 16.07157848,47.69482656 16.07158824,47.69483792 16.07159327,47.69484609 16.07160071,47.69486112 16.07156948,47.69484841 16.07149311,47.69481434 16.07145628,47.69479886 16.07142399,47.69477887 16.07141773,47.6947763116.07881512,47.69658746 16.07880458,47.69658389 16.07877707,47.6965735 16.07876859,47.69657146 16.07873462,47.69656182 16.07869121,47.69655526 16.0786436,47.69655018 16.07862946,47.69654957 16.0785862,47.69654683 16.07857365,47.69654331 16.07857098,47.69653953 16.07855264,47.69653515 16.07851119,47.69653592 16.07849613,47.69653207 16.07847086,47.69652781 16.07844439,47.69651963 16.07843112,47.69651675 16.07839968,47.69650775 16.07839173,47.69650585 16.07837243,47.69650698 16.07835284,47.69650048 16.07833883,47.69649035 16.07832428,47.69647921 16.07830073,47.69644834 16.07835065,47.69643775 16.07839861,47.69646252 16.07847003,47.69647353 16.07850904,47.69650716 16.07852002,47.69650734 16.07853499,47.69651537 16.07855605,47.69651631 16.07857507,47.69651823 16.07860418,47.69650846 16.0786885,47.69651772 16.07870098,47.69652005 16.07875332,47.69651468 16.07876712,47.69652726 16.07880452,47.69653399 16.07882679,47.69654292 16.07884843,47.69655031 16.07894977,47.69656003 16.07897928,47.69659774 16.07893839,47.6966357 16.07893042,47.69663486 16.07894289,47.69664223 16.07893298,47.69664938 16.07893837,47.69665083 16.07896139,47.696696 16.07891854,47.69669721 16.07893899,47.69671482 16.07891878,47.69675892 16.07889728,47.69676463 16.07888413,47.69673743 16.07887846,47.69673277 16.07887066,47.69671353 16.07885968,47.69669994 16.0788607,47.6966947 16.07887286,47.69666808 16.07887648,47.69666207 16.07887247,47.69665945 16.07886907,47.69663531 16.07886378,47.69663245 16.07884323,47.69661067 16.07883267,47.69660265 16.07881512,47.69658746124730Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Abflussuntersuchung Traisen, Abschnitt Türnitz - WilhelmburgGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2017DonauConsultjajaneinHW300neinneinneinWA3 - Regionalstelle Mostviertel2D-Berechnung, stationär; Überlappungsbereich mit Projekt 1057 (Steubach) in Projekt 9042, mit Projekt 1057 (Gölsen (nur HW100, HW300) in Projekt 9043, mit Projekt 1057 (Zögersbach) in Projekt 9044, mit Projekt 1321 (Unrecht Traisen) in Projekt 9074 dargestellt; 2024-09-16T22:00:00Z10002024-11-17T23:00:00Z15.56853228,47.97354847 15.56849916,47.9735273 15.56851475,47.97353894 15.56852113,47.97354467 15.56853228,47.97354847118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.94791257,48.25757827 16.94789902,48.25755726 16.9479194,48.25758894 16.94791257,48.25757827118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.88241661,48.30300345 16.88239992,48.30304057 16.88241238,48.30301303 16.88241661,48.30300345118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.94750345,48.25693898 16.94749639,48.25692806 16.94751593,48.25695896 16.94750345,48.25693898118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.93032167,48.24394162 16.93036639,48.24392377 16.93032582,48.24393976 16.93032167,48.24394162118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.88416707,48.31570009 16.88415577,48.31567894 16.88417022,48.315707 16.88416707,48.31570009114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.95790956,48.29327615 16.95784718,48.2932825 16.95786488,48.29328384 16.95790956,48.29327615114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.85316319,48.35422619 16.85313334,48.35424122 16.8531364,48.35423983 16.85316319,48.35422619114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.91147436,48.31729145 16.91146636,48.31732446 16.9114686,48.31731987 16.91147251,48.31730097 16.91147471,48.31729582 16.91147436,48.31729145127430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)LEITHA - Abflussuntersuchung Zustand 2018, Leithawasserverband IVGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2020Werner Consult ZT GmbHjajaneinHW300neinneinneinWA3 - Regionalstelle Industrieviertel2d-Berechnung, instationär; Zustand 2018; die ÜF der RHBs Katzelsdorf und Lichtenwörth wurden 2021 ergänzt; Projekt 9054 enthält die Überlappungsbereiche mit Projekt 1201 (Pitten); Projekt 9066 enthält die Überlappungsbereiche mit Projekt 1302 (Warme Fischa); 2022-08-29T22:00:00Z10002024-11-17T23:00:00Z16.30483744,47.84370984 16.30480457,47.84370732 16.30482488,47.84371962 16.30486868,47.84372608 16.30488383,47.84371794 16.30484971,47.84371456 16.30483744,47.84370984130230Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Abflussuntersuchungen IV, Los D.4, Frauenbach Fkm 0.0 bis 16.0, Warme Fischa Fkm 27.5 bis 5.99Gültigkeit siehe Layer 'Hochwasser-Datenverfügbark2015Dr. Blasy - Dr. Overland, Beratende Ingenieure GmbH & Co. KGjajaneinHW300neinneinneinWA3 - Regionalstelle Industrieviertel2D-Berechnung, die Warme Fischa und der Frauenbach wurden instationär mit Versickerung berechnet; 2022 Datenaustausch auf Grundlage Projekt ABU2015; Projekt 9068 enthält die Überlappungsbereiche mit Projekt 1171 (Johannesbach); Projekt 9066 enthält die Überlappungsbereiche mit Projekt 1274 (Leitha WV4); Projekt 9067 enthält die Überlappungsbereiche mit Projekt 1273 (Leitha WV3);2022-08-29T22:00:00Z10002024-11-17T23:00:00Z16.31237697,47.84985807 16.31236211,47.84985601 16.31234921,47.84985464 16.31229117,47.84985696 16.31228301,47.84985648 16.31243812,47.84987278 16.3125121,47.84986722 16.31243209,47.8498638 16.31240632,47.84986215 16.31237666,47.84986161 16.31237697,47.84985807118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.87811598,48.31971226 16.87813182,48.31970459 16.87810857,48.31971573 16.87811598,48.31971226118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.96969613,48.21064995 16.96969925,48.2106487 16.96966362,48.21065181 16.96969613,48.21064995114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.89313563,48.30156785 16.89319285,48.30165192 16.89320312,48.30165236 16.89313563,48.30156785114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.9679729,48.27915602 16.96798082,48.27917071 16.96797873,48.27916604 16.96797726,48.27916085 16.9679729,48.27915602118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.95918205,48.28322002 16.95917923,48.2831844 16.95918105,48.28321133 16.95918205,48.28322002129730GefahrenzonenplanGefahrenzonenplanung Schwechat UnterlaufGültigkeit siehe Layer 'Hochwasser-Datenverfügbark202127.9.2021Werner Consult ZT GmbHjajaneinHW300jajaneinWA3 - Regionalstelle Industrieviertel2D-Berechnung; Schwechat km 6.40-34.50 und Triesting km 0.00 bis 3.37 instationär; Mödling km 0.00-2.68, Krottenbach km 0.00-1.70, Petersbach km 0.00-1.00 und Liesing km 0.00-1.00 stationar; Projekt 9061 enthält die Überlappungsbereiche mit Projekt 1167 (Liesing und Mödling); Projekt 9062 enthält die Überlappungsbereiche mit Projekt 1090 (Triesting); Projekt 9063 enthält die Überlappungsbereiche mit Projekt 1184 (Donau); 2022-08-28T22:00:00Z10002024-11-17T23:00:00Z16.36985372,48.07850351 16.36991195,48.07849926 16.36988376,48.07850055 16.36987182,48.07850144 16.36985372,48.07850351114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.9591823,48.26248366 16.95918529,48.26249553 16.95918509,48.26249421 16.9591823,48.26248366118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.95921962,48.28357011 16.95921182,48.28350693 16.95921269,48.28351542 16.95921962,48.28357011118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.95953419,48.23941072 16.95953155,48.23937925 16.95952509,48.23940865 16.95953419,48.23941072124630GefahrenzonenplanGefahrenzonenplan Laabenbach/Große Tulln, Revision 2016Gültigkeit siehe Layer 'Hochwasser-Datenverfügbark2017DonauConsultjajaneinHW300jajajaWA3 - Regionalstelle Mostviertel2D-Berechnung, stationär; Szenario: HW30 Reinwasser, HW100 u. HW300 Gefahrenszenario; rot-gelber und blauer FB vorhanden; Überlappungsbereiche (HW30, HW100 und HW300) mit Projekt 1122 in Projekt 9046, mit Projekt 1146 in Projekt 9047, mit Projekt 1257 in Projekt 9049, mit Projekt 1271 in Projekt 9058 und mit Projekt 1208 (hier auch Rote Zone) in Projekt 9048 dargestellt; 2022: HWS KG Inprugg in ÜF100, ÜF300 berücksichtigt;2022-09-12T22:00:00Z10002024-11-17T23:00:00Z15.92725151,48.24632621 15.92724185,48.24632186 15.92724202,48.24632527 15.92725359,48.24632715 15.92725151,48.24632621118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.95868074,48.29328341 16.95874482,48.29327673 16.95869307,48.29328139 16.95868074,48.29328341114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.9792992,48.17988533 16.97932049,48.17989534 16.97931836,48.1798936 16.9792992,48.17988533118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.88011997,48.3092541 16.88011052,48.30923232 16.88012095,48.30926065 16.88011997,48.3092541114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.95601762,48.24063846 16.95603925,48.24065427 16.95603763,48.24064707 16.95601762,48.24063846900430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Überlappungsbereich der Überflutungsflächen der Pielach(ID_PROJ1118) und der Donau (ID_PROJ1184)Gültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012jajaneinHW300neinneinneinWA3 - Regionalstelle Mostviertel 2012-12-31T23:00:00Z10002024-11-17T23:00:00Z15.35608754,48.23257087 15.35626378,48.23247023 15.35627495,48.23245509 15.35632337,48.23239452 15.35635175,48.23236879 15.35637714,48.2323405 15.35640756,48.23231573 15.35643353,48.23228848 15.35645976,48.23226974 15.35649118,48.2322449 15.35651859,48.2322198 15.35654544,48.23220149 15.35657086,48.23217835 15.35659358,48.23216113 15.35662173,48.23214349 15.35668012,48.23209598 15.35670985,48.23207692 15.35673575,48.2320578 15.35675876,48.23203815 15.35679477,48.23202233 15.35682156,48.23200765 15.35683627,48.23198671 15.35681847,48.23195939 15.35680222,48.23193164 15.35667156,48.23185493 15.35657593,48.23189902 15.35654824,48.2318973 15.3565213,48.23189851 15.35649441,48.23189684 15.35646665,48.23189809 15.35636167,48.23184171 15.35633391,48.23184296 15.35630702,48.23184128 15.35627932,48.23184253 15.35622645,48.23182223 15.35611616,48.23187843 15.35593063,48.23186688 15.35595435,48.2319296 15.35600932,48.23198283 15.35600674,48.23200133 15.35600856,48.23201933 15.35600605,48.23203729 15.35600793,48.23205585 15.35582918,48.23218856 15.35600062,48.23232582 15.35596562,48.23242118 15.35583803,48.23248619 15.35573579,48.23251564 15.35567269,48.23257352 15.35567456,48.23259205 15.35567205,48.23261002 15.3556756,48.23264513 15.35564476,48.23264652 15.35557351,48.23261916 15.35553653,48.23266215 15.3555109,48.23269924 15.35545406,48.23275138 15.35540661,48.23282005 15.35534664,48.23284174 15.35526241,48.23286599 15.35516715,48.23296477 15.3550734,48.23294732 15.3550492,48.23290981 15.35501575,48.23286853 15.35507766,48.23272465 15.35499843,48.23267692 15.35489311,48.23267036 15.35486453,48.23271172 15.35480746,48.23276406 15.35470914,48.2329736 15.35472747,48.23315506 15.35463724,48.23323005 15.35461161,48.23326714 15.35455545,48.23328331 15.35436694,48.23339096 15.35426298,48.23342089 15.35421338,48.23347854 15.35422888,48.23363193 15.35421571,48.23372627 15.35427755,48.23375002 15.3543509,48.23374671 15.35439823,48.23385681 15.35445119,48.2338601 15.35449236,48.23385825 15.35454433,48.2338782 15.35457286,48.23387692 15.35481153,48.23402295 15.35489507,48.23399845 15.35489223,48.23397034 15.35489473,48.23395238 15.35489286,48.23393388 15.35492259,48.23389933 15.35498291,48.23379709 15.35513325,48.23368347 15.35518328,48.23368659 15.35522187,48.23363074 15.35527871,48.23357861 15.35530434,48.23354151 15.35533393,48.23350713 15.35536422,48.23342302 15.35544975,48.23339839 15.35549621,48.23336328 15.35555236,48.23334711 15.35557799,48.23331002 15.35566224,48.23324001 15.35566031,48.23322091 15.35577183,48.23313315 15.3558113,48.23302356 15.35585775,48.23296957 15.35585429,48.23293533 15.3558568,48.23291736 15.35585498,48.23289936 15.35585749,48.2328814 15.35585561,48.23286289 15.35588534,48.23282834 15.35591097,48.23279125 15.35602649,48.23270033 15.35608754,48.2325708715.35595386,48.23222965 15.35593056,48.23221368 15.3559635,48.2322078 15.35595386,48.2322296515.35446497,48.23378269 15.35441799,48.23376674 15.35448003,48.23375998 15.35446497,48.2337826915.35498506,48.23348666 15.3549443,48.23353052 15.35483733,48.23355503 15.35491311,48.2333987 15.35502562,48.23338692 15.35498506,48.2334866615.35609344,48.23214312 15.35612637,48.23213725 15.35612672,48.23211926 15.35615364,48.23211949 15.35617327,48.23209287 15.3561624,48.2320746 15.35617384,48.23205671 15.3561625,48.23203764 15.35629463,48.23194324 15.35633179,48.23195384 15.35638177,48.23194058 15.35634086,48.23200456 15.35629969,48.23201918 15.3562795,48.23207822 15.35620421,48.23213614 15.35615364,48.23211949 15.35615329,48.23213747 15.35612637,48.23213725 15.35611674,48.23215909 15.35609344,48.2321431215.35554462,48.23299564 15.35555857,48.23305858 15.35555486,48.23307667 15.35555786,48.23309468 15.35555417,48.23311264 15.3555573,48.23313139 15.35541738,48.23323638 15.35539271,48.23327413 15.35528018,48.23336127 15.35504887,48.23337713 15.3550959,48.23332521 15.35509278,48.23330655 15.35510994,48.23322312 15.35535445,48.23317866 15.35540359,48.23306913 15.35554462,48.23299564906630Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Überlappungsbereich der Überflutungsflächen der Leitha, LWV IV (ID_PROJ1274) und der Warmen Fischa (ID_PROJ1302)Gültigkeit siehe Layer 'Hochwasser-Datenverfügbark2020jajaneinHW300neinneinneinWA3 - Regionalstelle Industrieviertel 2022-08-29T22:00:00Z10002024-11-17T23:00:00Z16.32685221,47.86236345 16.32678717,47.86229852 16.32675666,47.8622693 16.32673184,47.8622477 16.32672499,47.86224115 16.32669732,47.86221218 16.32666989,47.86218721 16.32663515,47.86215339 16.32661036,47.86213032 16.32657965,47.86210045 16.3265503,47.86207261 16.3265443,47.8620763 16.32654201,47.86207624 16.32653659,47.86207101 16.32651633,47.86205393 16.32647483,47.86201358 16.32641954,47.86195752 16.32638547,47.86192543 16.32633689,47.86187658 16.32634261,47.86187454 16.32633826,47.86185945 16.32632328,47.86184534 16.32630878,47.86183047 16.32629554,47.86182392 16.32628918,47.86182586 16.32628897,47.86182987 16.32627136,47.8618144 16.32623445,47.86177617 16.32621558,47.86175346 16.32622122,47.86175029 16.32622317,47.86174832 16.32621835,47.86173709 16.32620729,47.86172736 16.32619737,47.86172137 16.32619386,47.86172332 16.32617857,47.86171128 16.32617057,47.86170311 16.32614718,47.86168076 16.32614233,47.86167478 16.32612233,47.8616467 16.32609724,47.86161282 16.32608822,47.8616032 16.3260657,47.8615824 16.32606351,47.86158074 16.32603555,47.86155124 16.32603084,47.86154483 16.32602916,47.86154569 16.32601685,47.86154057 16.32599605,47.86152492 16.32598966,47.86150443 16.32597908,47.86148697 16.32596347,47.86146935 16.32594944,47.86145556 16.32593807,47.8614458 16.32591769,47.86142522 16.32590792,47.86140485 16.32589769,47.86138903 16.32588685,47.86137749 16.32587578,47.86137118 16.3258723,47.86137292 16.32585927,47.86136198 16.3258483,47.86135191 16.32584043,47.86134855 16.32582682,47.86133543 16.3258042,47.86131072 16.32579314,47.86129651 16.32578629,47.86128969 16.32576366,47.86127098 16.32574909,47.86125259 16.32573805,47.86123766 16.3257205,47.86122363 16.32570638,47.86120721 16.32568603,47.86117151 16.32566606,47.86114555 16.32566001,47.86113848 16.32565269,47.86112672 16.32564949,47.86112816 16.32563399,47.86111484 16.32562818,47.86110813 16.32562017,47.86109739 16.32560251,47.86107542 16.32558005,47.86105496 16.32554482,47.8610248 16.32553978,47.86101239 16.32551582,47.86098897 16.32548753,47.86096313 16.32549542,47.86096001 16.32548959,47.86095391 16.32548478,47.86095192 16.32547766,47.86095473 16.32544943,47.86093419 16.32544368,47.86092396 16.32543907,47.86091391 16.32543511,47.86089953 16.32541877,47.86088354 16.32542428,47.86088152 16.32541586,47.86087039 16.32540051,47.86085392 16.32538238,47.86083937 16.32537439,47.86082886 16.32537784,47.86082771 16.32536623,47.86081201 16.32536332,47.86080686 16.32532656,47.86078019 16.32531965,47.86077042 16.32529215,47.86074841 16.32524465,47.86068075 16.32522469,47.86065839 16.32519972,47.86062741 16.3251972,47.86062038 16.3251954,47.86061385 16.32519733,47.86061335 16.32509951,47.86047402 16.32509894,47.86047215 16.32509801,47.86047085 16.32509851,47.86047075 16.32509098,47.86044599 16.32507658,47.86042529 16.32508426,47.86042388 16.32508257,47.86041835 16.32506714,47.86039319 16.32506885,47.86039295 16.32506036,47.86037526 16.32505787,47.86036626 16.32505348,47.86035539 16.32504682,47.86033383 16.32503509,47.86029859 16.32502687,47.86026428 16.32501046,47.86023082 16.32500034,47.86019699 16.32499954,47.86017856 16.32499839,47.86016406 16.32499659,47.86015081 16.32499288,47.86015114 16.32498774,47.86014281 16.32498351,47.86013228 16.32497903,47.86009957 16.32497906,47.86009417 16.32497784,47.86007411 16.32496262,47.86002406 16.32496134,47.86001654 16.32495809,47.86000659 16.32495135,47.86000272 16.32495017,47.85999758 16.32495008,47.85996968 16.3249508,47.85996016 16.32495077,47.85995399 16.32493586,47.85986578 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16.32285836,47.8570228 16.32280222,47.85702386 16.32280233,47.85702474 16.32280044,47.85702494 16.32279665,47.85702479 16.32279727,47.85702395 16.3223536,47.85703226 16.32152784,47.85702042 16.32152407,47.85701997 16.32152719,47.8570229 16.32153224,47.85702441 16.32153921,47.85702882 16.32154288,47.85703348 16.32154232,47.85703412 16.32154743,47.85703807 16.32154642,47.85703945 16.32154968,47.85704276 16.32154831,47.8570446 16.32155046,47.85704753 16.32155007,47.85704974 16.32155155,47.85705228 16.32155008,47.85705474 16.32155135,47.8570571 16.3215499,47.85705971 16.32155065,47.85706193 16.32155031,47.85706475 16.32155103,47.85706673 16.32155108,47.85706981 16.32155227,47.85707491 16.32155533,47.85708099 16.32155865,47.85708557 16.32156464,47.85708988 16.3217374,47.85709248 16.32174097,47.85709127 16.32175236,47.85708877 16.32178196,47.85709232 16.32178773,47.85709324 16.32202436,47.8570968 16.32202498,47.8570965 16.32204127,47.85709368 16.32204902,47.8570919 16.32206571,47.85708954 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16.32440118,47.8586645 16.32445275,47.8588211 16.32444487,47.85883156 16.32444809,47.85884162 16.32445627,47.85885656 16.32446547,47.85887541 16.32446691,47.85887908 16.32447618,47.85887765 16.32448673,47.85890117 16.3244904,47.8589084 16.3244973,47.85892557 16.32450342,47.85894254 16.32450881,47.85896744 16.32451676,47.85897116 16.32451839,47.85897513 16.32452056,47.85898299 16.32451883,47.85898317 16.32451716,47.85898489 16.32453231,47.85901584 16.32453596,47.85903376 16.32454018,47.85904511 16.32454913,47.85907964 16.32455256,47.85908809 16.32456182,47.85911371 16.32456616,47.85914884 16.32457278,47.85918376 16.32457418,47.85919825 16.32457338,47.85921741 16.3245742,47.85922145 16.3245948,47.85926559 16.32460036,47.8592802 16.32459745,47.85929023 16.32459331,47.85930052 16.3245897,47.85930109 16.32458766,47.85931461 16.32458744,47.85933 16.32458647,47.8593474 16.32458629,47.85936607 16.3245856,47.85937915 16.32458602,47.85938153 16.32459025,47.85938756 16.32459747,47.85938668 16.32460483,47.85942298 16.32461035,47.85944381 16.32460929,47.85945919 16.32460473,47.85947286 16.3246055,47.85947587 16.32460806,47.85948051 16.32462265,47.85950277 16.32462427,47.85950258 16.32462947,47.85952285 16.32463233,47.85953945 16.32463956,47.85955169 16.32464546,47.85956308 16.32465255,47.85956851 16.32465936,47.85958515 16.32466232,47.85958988 16.32466614,47.85959306 16.32467237,47.85959225 16.32467514,47.85959434 16.32467886,47.85960117 16.32468864,47.85963307 16.3246959,47.85966524 16.32471277,47.85972927 16.32471646,47.85976181 16.32471858,47.85977496 16.32472262,47.85979404 16.32472307,47.85979961 16.32472619,47.85981606 16.32472893,47.85981542 16.32472796,47.85982638 16.32473335,47.85985871 16.32473474,47.85988523 16.32474196,47.8598858 16.32474336,47.85989059 16.32474319,47.85989459 16.32474034,47.85991699 16.32473877,47.85991854 16.32473944,47.85992395 16.32473942,47.85992849 16.32474063,47.85992838 16.32474643,47.85995015 16.32474835,47.85995604 16.32475006,47.85998883 16.32474756,47.86001099 16.32473725,47.86001801 16.32473754,47.86002069 16.32475137,47.86003198 16.32475736,47.86003112 16.32476388,47.86005338 16.32477262,47.86005265 16.32477775,47.86008184 16.32478536,47.86007843 16.32478859,47.860084 16.3247924,47.86010594 16.32479331,47.86011649 16.32479788,47.86013401 16.32480109,47.86014869 16.32480077,47.86018261 16.32480119,47.86018355 16.32480996,47.86018264 16.32481148,47.86021358 16.32482487,47.86024942 16.32483562,47.86028584 16.32484295,47.86030586 16.32483787,47.86030651 16.32483829,47.86031532 16.32483919,47.86032314 16.32484876,47.86034303 16.32485793,47.86034186 16.32486556,47.86035744 16.32486971,47.86037627 16.32486077,47.86037768 16.32486341,47.86038918 16.32486532,47.86039535 16.32488053,47.86043104 16.32488452,47.86044707 16.32488661,47.8604684 16.32491046,47.86050256 16.32491971,47.86052162 16.32491012,47.86052346 16.32491694,47.86054011 16.32491913,47.86054775 16.32492,47.86055377 16.32492338,47.86056638 16.32491713,47.86056899 16.32491462,47.86056951 16.32491594,47.8605796 16.32493218,47.86059855 16.3249452,47.86061255 16.32495365,47.86061933 16.32497756,47.86064446 16.32499398,47.86067528 16.32498538,47.8606775 16.32498673,47.86068196 16.3250188,47.86071359 16.32502877,47.86073376 16.32503544,47.8607493 16.32504171,47.86075832 16.32503906,47.8607591 16.3250436,47.86077238 16.32504961,47.86078589 16.32506987,47.86080512 16.32508439,47.86081636 16.32509039,47.86082917 16.32509213,47.86083835 16.32509185,47.86084319 16.32509653,47.86085378 16.32512541,47.86088589 16.3251368,47.86090553 16.32514911,47.86091964 16.32517203,47.86094309 16.32517918,47.86095125 16.3252114,47.86098201 16.32521539,47.86098673 16.32521655,47.86099026 16.32522548,47.86100544 16.32522278,47.86101246 16.3252209,47.86101316 16.32522396,47.86102018 16.32524178,47.86104039 16.32525293,47.86105227 16.32526813,47.86106038 16.32527426,47.86105793 16.32528201,47.86106021 16.32529418,47.86106608 16.32531003,47.86107284 16.32531821,47.86107854 16.32534717,47.86110105 16.32537513,47.86112783 16.32538272,47.86113437 16.32541186,47.86116114 16.32542969,47.86117658 16.3254455,47.86119103 16.32547132,47.86122493 16.32547438,47.8612273 16.32548953,47.86123379 16.32550949,47.86125316 16.32552856,47.86127688 16.32553438,47.86127313 16.32554016,47.86127636 16.32557171,47.86130763 16.32557904,47.86130402 16.32558152,47.86130443 16.32560732,47.86132669 16.325612,47.86132345 16.32562268,47.86133245 16.32562652,47.8613363 16.32565357,47.86136962 16.32568143,47.8613994 16.32568318,47.86140175 16.32574427,47.86146057 16.32577874,47.86149485 16.32580195,47.86153026 16.32581587,47.86154666 16.32581675,47.8615574 16.32581545,47.86155973 16.32581964,47.86156857 16.32583984,47.86160575 16.32585686,47.86162044 16.32587091,47.8616278 16.32587268,47.86162687 16.32588051,47.86163235 16.32589098,47.86164756 16.32590598,47.86166688 16.32593521,47.86169947 16.32594602,47.86171475 16.32596086,47.86173404 16.32597728,47.86175273 16.32598922,47.86176719 16.32600665,47.86178015 16.32601045,47.86177804 16.32601602,47.86177721 16.32602597,47.86178056 16.32602922,47.86178012 16.3260363,47.86177368 16.3260482,47.861777 16.32605163,47.86177999 16.32607816,47.86180358 16.32611784,47.86184225 16.3261421,47.86187764 16.32617347,47.86190901 16.32620391,47.86193804 16.32622547,47.86195965 16.32623067,47.86195591 16.32623394,47.86195604 16.32633412,47.86205112 16.32636457,47.86208062 16.32638609,47.86210016 16.32642709,47.86213865 16.32644825,47.86215975 16.32645729,47.86216831 16.32648234,47.86219394 16.32651595,47.8622274 16.32654841,47.86225701 16.32657104,47.86227665 16.32660021,47.86230365 16.3266426,47.86234372 16.32666534,47.86236753 16.32667045,47.86236322 16.32667304,47.86236332 16.32670602,47.8623959 16.32673741,47.86242617 16.32675731,47.86244412 16.32687104,47.86238142 16.32685221,47.86236345114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.96010082,48.24790108 16.96008257,48.24795538 16.9600773,48.24796012 16.96008756,48.24796512 16.96009194,48.24794532 16.96010082,48.24790108131330Generelles ProjektHWS Erlaufzubringer - Wieselburg, Wieselburg-Land, PetzenkirchenGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2022PULSE Engineering GmbHjajaneinHW300neinneinneinWA3 - Regionalstelle Mostviertel2D-Berechnung, instationär; die Untersuchung umfasst insgesamt 10 Gerinne und deren Einzugsgebiete, welche linksufrige Zubringer der Kleinen und Großen Erlauf sind; Projekt 9071 enthält den Überlappungsbereich mit Projekt 1025 (Große Erlauf); Projekt 9072 enthält den Überlappungsbereich mit Projekt 1127 (Große Erlauf und Kleine Erlauf); 2024-09-11T22:00:00Z10002024-11-17T23:00:00Z15.12136988,48.11738472 15.12139713,48.11737559 15.12139099,48.11737709 15.12136988,48.11738472118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z15.77440733,48.39319091 15.77434443,48.39317776 15.77438564,48.39319191 15.77449542,48.39322467 15.77452172,48.39322854 15.7746089,48.39324251 15.77462131,48.39324671 15.77472691,48.39326913 15.77481091,48.39329591 15.7748279,48.39330011 15.77492568,48.39333105 15.77493063,48.3933344 15.77495077,48.39334162 15.77503401,48.39337529 15.77504377,48.39337969 15.77513214,48.39341682 15.77514505,48.39342303 15.77522433,48.39345893 15.77522752,48.3934665 15.77524609,48.39347388 15.7753246,48.39351436 15.77540139,48.39355221 15.77542352,48.393561 15.7754986,48.393599 15.77554227,48.39361723 15.7756186,48.3936545 15.77569426,48.39368851 15.77574298,48.39370885 15.77581986,48.3937416 15.77589616,48.39377517 15.77592029,48.39378525 15.77599993,48.39381476 15.77602296,48.39382438 15.77603802,48.39382117 15.77603571,48.39382088 15.77603324,48.39381524 15.77592153,48.3937789 15.77570198,48.39367456 15.77536025,48.39351855 15.77504198,48.39337124 15.77503463,48.39336792 15.77492072,48.39332035 15.77491254,48.39331762 15.77480574,48.39328752 15.7747944,48.3932836 15.77478641,48.39328203 15.77468008,48.39325343 15.77467161,48.39325178 15.77466159,48.3932505 15.77455307,48.39322753 15.77454284,48.39322623 15.77453263,48.39322418 15.77441783,48.39319339 15.77440733,48.39319091114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.96027603,48.2469318 16.96028602,48.24696515 16.96028978,48.24695472 16.96027603,48.2469318114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.87948857,48.34624759 16.87946791,48.34627344 16.87947476,48.34626853 16.87948857,48.34624759114630Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)ABU IV - Los D.1 (Seebach, Moosbach, Stössingbach, Michelbach, Perschling Oberlauf)Gültigkeit siehe Layer 'Hochwasser-Datenverfügbark2010DonauConsult Zottl & Erber Zt.-GmbHjajaneinHW300neinneinneinWA3 - Regionalstelle MostviertelBerechnung des Ist-Zustandes anhand detaillierter 2D-Berechnung; Überlappungsbereich mit Projekt 1246 in Projekt 9047 dargestellt; 2022: HWS Gedesag, Würmla in ÜF30 u. ÜF100 berücksichtigt; 2022-09-12T22:00:00Z10002024-11-17T23:00:00Z15.8861611,48.20729028 15.88614357,48.20729521 15.88615553,48.20731069 15.8861611,48.20729028118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.89090671,48.33773134 16.89095461,48.33771621 16.89091392,48.33772897 16.89090671,48.33773134114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.8993108,48.28029364 16.89936582,48.28030594 16.89935138,48.28030248 16.8993108,48.28029364118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z15.35036526,48.23940513 15.35039496,48.23939918 15.35042158,48.23941489 15.35045193,48.239403 15.3504191,48.2393855 15.35042103,48.2393543 15.35038879,48.23937966 15.35033348,48.23939027 15.3502975,48.23940205 15.35027895,48.23942578 15.35025605,48.23947679 15.35011501,48.23955028 15.35011466,48.23956826 15.35009493,48.23961702 15.35000525,48.23965726 15.34997763,48.23969299 15.35000296,48.23970795 15.35001217,48.23970272 15.35003766,48.23969653 15.35004965,48.23966726 15.35009172,48.2396498 15.35009305,48.23962844 15.35011835,48.2396024 15.3501535,48.23960017 15.35014303,48.23957989 15.35016733,48.23956464 15.35020331,48.23956416 15.35023507,48.23954539 15.35025149,48.23952527 15.35026823,48.23950742 15.3502887,48.23949397 15.35030309,48.23946628 15.35035049,48.23945916 15.350373,48.23943638 15.35036526,48.23940513114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.94345962,48.21665807 16.94345634,48.21666334 16.94342629,48.21672652 16.94345962,48.21665807118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.97022599,48.2042641 16.97023863,48.20423098 16.97022705,48.20425852 16.97022599,48.2042641129230Detailprojekt (Ausführungsprojekt, Einreichprojekt)HWS Aggsbach-DorfGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2017Schneider Consultjajanein1184neinneinneinWA3 - Fachbereich DonauDie projektierten Maßnahmen sind auf HQ100 ausgelegt und wurden 2020 fertig gestellt; Es wurde keine Berechnung durchgeführt, die Wasserstände eines HW100 wurden von der VIADONAU bekanntgegeben; Die ÜF bei HQ30 und HQ100 des Projekts "Danube Floodrisk", 2012 (ID_PROJ 1184) wurden aufgrund des umgesetzten HWS-Projekts im rechten Vorland beschnitten und im betroffenen Abschnitt bis zur Flussmitte als eigenes Projekt ausgewiesen; Im Projektgebiet liegt eine ÜF bei HQ300 des Projekts ID 1184 (Danube Floodrisk, 2012) vor;2021-04-15T22:00:00Z10002024-11-17T23:00:00Z15.40806954,48.29449505 15.40807128,48.29445144 15.40806617,48.29442603 15.40804754,48.2943883 15.40804896,48.29437398 15.40789003,48.29440483 15.40782228,48.2942494 15.40781023,48.29422365 15.40768315,48.29399614 15.40765559,48.29394542 15.40762879,48.29389451 15.40760278,48.29384343 15.40756521,48.29376647 15.40755335,48.29374068 15.40753519,48.29369739 15.4074936,48.29358383 15.40748471,48.29355751 15.40747684,48.29353105 15.40746209,48.293478 15.40745061,48.29343369 15.40744454,48.29340702 15.40743466,48.29335347 15.40743052,48.29332663 15.4074271,48.29329975 15.40742514,48.29327281 15.40742377,48.29324585 15.40742325,48.29321887 15.40742376,48.29319189 15.40742485,48.29316493 15.40742659,48.29313797 15.40742894,48.29311104 15.40743242,48.29308417 15.40744046,48.29303048 15.40745011,48.29297691 15.40748435,48.29279852 15.4074908,48.29277188 15.40749618,48.29274515 15.40750324,48.2926914 15.40750606,48.29266449 15.4075096,48.29261058 15.40751005,48.29258361 15.40750987,48.29253415 15.4075072,48.29248472 15.40750171,48.29243089 15.40749434,48.29237716 15.4074797,48.29229682 15.4074735,48.29227016 15.40746674,48.29224356 15.40745944,48.29221703 15.40745159,48.29219057 15.40744319,48.29216418 15.40743426,48.29213787 15.40742478,48.29211164 15.40741476,48.29208551 15.4074042,48.29205947 15.4073931,48.29203352 15.40738147,48.29200769 15.40737074,48.29198638 15.40734765,48.29194414 15.40724065,48.29176931 15.40716507,48.29164421 15.40707352,48.29149432 15.40692016,48.29124471 15.40685933,48.29114472 15.40684489,48.29111953 15.4067887,48.29101834 15.40677548,48.29099285 15.40676389,48.290967 15.40675318,48.29094099 15.40674336,48.29091482 15.40673443,48.29088851 15.40672639,48.29086207 15.40671926,48.29083551 15.40671302,48.29080886 15.40670769,48.29078212 15.40670326,48.2907553 15.40669975,48.29072843 15.40669715,48.2907015 15.40669546,48.29067455 15.40669469,48.29064758 15.40669483,48.2906206 15.40669572,48.29059363 15.40669322,48.29035983 15.4066915,48.29030589 15.40668809,48.29014404 15.40667311,48.2899284 15.40667083,48.28990151 15.40666072,48.2898018 15.40664721,48.28974241 15.40664596,48.28969153 15.40663817,48.28966449 15.40662575,48.28959244 15.40662219,48.28956485 15.40661253,48.28953838 15.40660762,48.28950236 15.40659684,48.28946626 15.40659158,48.28943029 15.40658839,48.28939429 15.40658236,48.28935827 15.40657315,48.28932222 15.40656792,48.2892952 15.40656677,48.28928693 15.40474981,48.28942883 15.40505627,48.29107846 15.40526786,48.29164881 15.40552543,48.29227691 15.40609482,48.29374554 15.4063757,48.29472139 15.40806954,48.29449505118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z15.84411664,48.36895037 15.84401746,48.36893008 15.84398764,48.36894302 15.84400307,48.36894263 15.84411884,48.36895121 15.84411664,48.36895037114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.97019027,48.21058996 16.97013965,48.2105936 16.97012519,48.21059501 16.97019027,48.21058996127430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)LEITHA - Abflussuntersuchung Zustand 2018, Leithawasserverband IVGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2020Werner Consult ZT GmbHjajaneinHW300neinneinneinWA3 - Regionalstelle Industrieviertel2d-Berechnung, instationär; Zustand 2018; die ÜF der RHBs Katzelsdorf und Lichtenwörth wurden 2021 ergänzt; Projekt 9054 enthält die Überlappungsbereiche mit Projekt 1201 (Pitten); Projekt 9066 enthält die Überlappungsbereiche mit Projekt 1302 (Warme Fischa); 2022-08-29T22:00:00Z10002024-11-17T23:00:00Z16.31311895,47.85048479 16.31311829,47.85048394 16.31312545,47.85049549 16.31312352,47.85048908 16.31311895,47.85048479118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.9156375,48.31069484 16.91565674,48.31066293 16.91563982,48.3106907 16.9156375,48.31069484130230Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Abflussuntersuchungen IV, Los D.4, Frauenbach Fkm 0.0 bis 16.0, Warme Fischa Fkm 27.5 bis 5.99Gültigkeit siehe Layer 'Hochwasser-Datenverfügbark2015Dr. Blasy - Dr. Overland, Beratende Ingenieure GmbH & Co. KGjajaneinHW300neinneinneinWA3 - Regionalstelle Industrieviertel2D-Berechnung, die Warme Fischa und der Frauenbach wurden instationär mit Versickerung berechnet; 2022 Datenaustausch auf Grundlage Projekt ABU2015; Projekt 9068 enthält die Überlappungsbereiche mit Projekt 1171 (Johannesbach); Projekt 9066 enthält die Überlappungsbereiche mit Projekt 1274 (Leitha WV4); Projekt 9067 enthält die Überlappungsbereiche mit Projekt 1273 (Leitha WV3);2022-08-29T22:00:00Z10002024-11-17T23:00:00Z16.31166362,47.85021184 16.31165769,47.8502101 16.31165243,47.85023224 16.31164822,47.85025404 16.31164903,47.85025599 16.31166435,47.8502121 16.31166362,47.85021184118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.94352163,48.24146599 16.9435214,48.24145802 16.94351478,48.24145285 16.94352163,48.24146599118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.95954422,48.2818586 16.95949575,48.28186284 16.95950272,48.28186242 16.95954422,48.2818586127430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)LEITHA - Abflussuntersuchung Zustand 2018, Leithawasserverband IVGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2020Werner Consult ZT GmbHjajaneinHW300neinneinneinWA3 - Regionalstelle Industrieviertel2d-Berechnung, instationär; Zustand 2018; die ÜF der RHBs Katzelsdorf und Lichtenwörth wurden 2021 ergänzt; Projekt 9054 enthält die Überlappungsbereiche mit Projekt 1201 (Pitten); Projekt 9066 enthält die Überlappungsbereiche mit Projekt 1302 (Warme Fischa); 2022-08-29T22:00:00Z10002024-11-17T23:00:00Z16.30494316,47.84779281 16.30494598,47.8477915 16.30496046,47.84779297 16.3049654,47.84778824 16.30496681,47.8477885 16.30497369,47.8477847 16.30497611,47.84778454 16.30499508,47.8477889 16.30499915,47.84778605 16.30502051,47.84778039 16.3050346,47.84778142 16.30505999,47.84779182 16.30508979,47.84776742 16.30509986,47.8477649 16.30508339,47.84774412 16.30503004,47.84777281 16.30492548,47.8477891 16.30488954,47.84778407 16.30490575,47.84779127 16.30491581,47.84778886 16.3049385,47.8477953 16.30494316,47.84779281114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.94539094,48.26732718 16.9453753,48.26733291 16.94535526,48.26734049 16.94539094,48.26732718113330Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Abflussuntersuchung Piesting und Große FischaGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2008Brandt Gerdes Sitzmann Wasserwirtschaft GmbHjajaneinHW300neinneinjaWA3 - Regionalstelle Industrieviertel2D-Berechnung; Gutenstein bis A2stationär u. instationär, A2bis Gramatneusiedl instat, Gramatneusiedl bis Fischamend stat u.instat; Annahme Versickerung zw.A2u Ebreichsdorf;an Zubringerprojekten jeweils die größeren Ausuferungen digital übern.; Projekt 9006 enthält die Überlappungsbereiche mit Proj 1184 (Donau); ÜF berücksichtigen den DonauHWS der Stadtgemeinde Fischamend (2010 übern.); 2022: Aktualisierung ÜF HQ100 bei Gramatneusiedl aufgrund Geländeanpassung Feldgasse (2014); Im Bereich St.Margarethen/Moos wurde 2015 der HWS am Fischagraben fertig gestellt und die ÜF30undÜF100 aus Maßnahmenkonzept der ABU übernommen (2021), die ÜF300 entspricht der Umhüllenden aus ÜF300Bestand und ÜF100 nach Maßnahmen;2022-05-18T22:00:00Z10002024-11-17T23:00:00Z16.51085807,48.02738489 16.51080301,48.0274117 16.51077417,48.02739956 16.51080163,48.02741368 16.51080247,48.02741954 16.51080883,48.02741495 16.51085807,48.02738489114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.94058111,48.2413671 16.94058052,48.24136959 16.94060021,48.24138069 16.94060368,48.24138204 16.94058111,48.2413671114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.92449904,48.26807486 16.9244937,48.26808279 16.92447681,48.26810839 16.92449904,48.26807486105730Grundsatzkonzept, GBKGewässerbetreuungskonzept Traisen GölsenGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2006Dr. W. Summer ZTjajaneinHW300neinneinneinWA3 - Regionalstelle Mostviertel1D-Berechnung für Traisen flussauf Lilienfeld, Zubringer Traisen und Gölsen; 2D-Berechnung für Traisen flussab Lilienfeld, Gölsen; Laserscan und Vermessung Stand 2003; in den digital übernommenen Überflutungsflächen sind keine Inseln ausgewiesen; Überlappungsbereich mit Projekt 1228 in Projekt 9035 dargestellt (Mündungsbereich Kerschbach, nur HW300); Überlappungsbereich mit Projekt 1247 in Projekt 9042 (Steubach), mit Projekt 1247 in Projekt 9043 (Gölsen, nur HW100, HW300), mit Projekt 1247 in Projekt 9044 (Zögersbach) dargestellt;2024-09-16T22:00:00Z10002024-11-17T23:00:00Z15.68563673,48.04790054 15.68553322,48.04775075 15.68540467,48.04772909 15.68521727,48.04773064 15.68509597,48.04775351 15.6848755,48.04790146 15.6847293,48.04804197 15.68465505,48.0481441 15.68459954,48.04814997 15.68451392,48.04816627 15.6844516,48.04817364 15.68437474,48.04817332 15.68430606,48.0481651 15.68423881,48.04817375 15.68416341,48.04818573 15.68407403,48.04819321 15.68396577,48.04818432 15.68382161,48.04814559 15.68376097,48.04813803 15.68370317,48.04811111 15.68366223,48.04807977 15.68360797,48.0480622 15.68352575,48.04803476 15.68343606,48.04802038 15.68338004,48.04800695 15.68335595,48.04799086 15.68331575,48.04798842 15.6832659,48.04797274 15.68316881,48.04794098 15.68304869,48.04789389 15.68299068,48.04786401 15.68292363,48.04784247 15.68279499,48.04780336 15.68272636,48.04778619 15.68266123,48.04777501 15.68262105,48.04775082 15.68247458,48.04768528 15.68238932,48.04764158 15.68228797,48.04759335 15.68226168,48.04755141 15.68226192,48.04753197 15.68222195,48.0475107 15.68216878,48.0474727 15.68211527,48.04746223 15.68210191,48.04743287 15.68203589,48.04737517 15.68196872,48.0473334 15.68187624,48.04727265 15.6818363,48.04724941 15.68177366,48.04723948 15.68170442,48.04723162 15.68165407,48.0472113 15.68161223,48.04720321 15.68154778,48.04720112 15.68148846,48.04717966 15.68136775,48.04717915 15.68126291,48.0471675 15.68121985,48.04715783 15.68111322,48.04715495 15.68103277,48.04715332 15.68096202,48.04716578 15.68088472,48.04717387 15.68083445,48.04719204 15.68075014,48.04722924 15.68069652,48.04722682 15.68060262,48.04722829 15.68051603,48.04723028 15.68044172,48.04722441 15.68037484,48.04721009 15.68031876,48.04719635 15.68025432,48.04719428 15.68021973,48.04717591 15.68018772,48.04715826 15.68012019,48.04714254 15.68002339,48.04709747 15.67998784,48.04705522 15.67997651,48.04697063 15.68000122,48.0469072 15.68003047,48.04686725 15.68007854,48.04680573 15.68014308,48.04674741 15.68016399,48.04670075 15.68019777,48.04664879 15.68026548,48.04655719 15.68031657,48.0464696 15.68038012,48.04640369 15.68042156,48.04637753 15.68044108,48.04635225 15.68047742,48.04629263 15.68049611,48.04624696 15.68051753,48.04619195 15.68053719,48.04612012 15.68056013,48.04605479 15.68059432,48.04599453 15.68061893,48.0459423 15.68066747,48.04592657 15.68067079,48.04593979 15.68067196,48.04599122 15.68069992,48.04601312 15.68074804,48.04604289 15.68077783,48.04610358 15.68078161,48.04614236 15.68077194,48.04618765 15.6807724,48.04624493 15.68078106,48.04630138 15.68077864,48.04635532 15.68080431,48.04630899 15.68080237,48.04628433 15.68083277,48.04624771 15.68083697,48.04620733 15.68087748,48.04614904 15.6808985,48.04610678 15.68093139,48.04608639 15.6809403,48.04606845 15.68096658,48.04602687 15.68102578,48.04597901 15.68108843,48.04593644 15.68110945,48.04591653 15.68112023,48.04588062 15.68115053,48.0458316 15.68116612,48.04580893 15.68115739,48.0457873 15.68111737,48.0457695 15.68108378,48.04574551 15.68104586,48.04570932 15.68101102,48.04569499 15.68098983,48.04568202 15.68100125,48.04566193 15.68105551,48.04562167 15.68113408,48.04557492 15.68138568,48.04543428 15.6816074,48.04529822 15.68152642,48.04525783 15.68136319,48.04536086 15.68113411,48.0455074 15.68107843,48.04552064 15.68100186,48.04554879 15.68089775,48.04557755 15.68079987,48.04559999 15.68078431,48.045593 15.68074503,48.04561767 15.68074358,48.04563188 15.68069496,48.04564436 15.68066536,48.04565489 15.68061802,48.04568609 15.68059853,48.04574274 15.68058259,48.0457685 15.6805496,48.04578743 15.68053209,48.04579983 15.68051938,48.04582801 15.680495,48.04585906 15.68047846,48.04588173 15.68041982,48.04598454 15.68036833,48.04610538 15.68032992,48.04618189 15.68032114,48.04622622 15.68028466,48.04624787 15.68024301,48.04626482 15.68020718,48.04631609 15.68015722,48.04639162 15.68010225,48.04649573 15.68005457,48.04654905 15.68003081,48.04660991 15.67997903,48.04669326 15.67993112,48.04673721 15.67991867,48.04675906 15.67991031,48.04682331 15.67987734,48.04683583 15.67987174,48.04686278 15.67983412,48.04689854 15.67982676,48.04691648 15.67981136,48.04699523 15.67981387,48.0470693 15.67982407,48.04708734 15.67985304,48.04710881 15.67990619,48.04715077 15.67994984,48.04717149 15.67996979,48.04720509 15.68001262,48.04721599 15.68004933,48.04724365 15.68013658,48.04727164 15.68016164,48.04726771 15.68023089,48.04727853 15.68028005,48.04728069 15.68030699,48.0472718 15.68035717,48.04727697 15.68036016,48.0473098 15.68042717,48.04731384 15.68049427,48.04731082 15.68055427,48.04732069 15.68065504,48.04732491 15.68073229,48.04732419 15.6807707,48.04730895 15.68089742,48.04724961 15.68092741,48.04725337 15.68100466,48.04725448 15.68107167,48.04725836 15.68115212,48.04726054 15.68121779,48.04725718 15.68132653,48.04725672 15.68150072,48.04727026 15.68152605,48.04727786 15.68158102,48.0472844 15.68166136,48.0472947 15.6817676,48.04731372 15.68184639,48.04735205 15.68192816,48.04740924 15.68203055,48.04749564 15.68210081,48.04754498 15.68219426,48.0475792 15.68223554,48.04761372 15.68230532,48.04766483 15.68235675,48.04769535 15.682447,48.04774527 15.68262563,48.04782279 15.68275388,48.04787268 15.68287401,48.04791838 15.68298089,48.04795167 15.68312651,48.04800633 15.68319441,48.04803796 15.68322754,48.04806004 15.6832695,48.04808151 15.6833413,48.04808897 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15.68593796,48.04939944 15.68627752,48.04971546 15.68670361,48.04997962 15.68726888,48.05027735 15.68733199,48.05030468 15.68741704,48.05036301 15.68744749,48.05038893 15.68746542,48.05042836 15.68749637,48.05045416 15.68751189,48.05048557 15.68754924,48.0505169 15.68758886,48.05056586 15.68762857,48.05060782 15.68768761,48.05065344 15.68776293,48.05067658 15.68785524,48.05071621 15.68789221,48.05074151 15.68792195,48.05074509 15.6879643,48.05077591 15.68800688,48.05081213 15.68804142,48.05084483 15.68808203,48.05089284 15.68811499,48.05092462 15.68818416,48.05098603 15.68825523,48.05103836 15.68829344,48.05107011 15.68836758,48.05115286 15.68841385,48.05120218 15.68851134,48.05130283 15.6885213,48.05131274 15.68857522,48.05135912 15.68874876,48.05148789 15.68887996,48.05157975 15.688946,48.05162308 15.68899288,48.05165092 15.68919908,48.05176525 15.68945138,48.05188484 15.68958699,48.05195686 15.68963891,48.05199614 15.68974338,48.05208837 15.68981579,48.05215783 15.68983361,48.05217791 15.68985209,48.05220736 15.68986924,48.05225046 15.6898743,48.05226881 15.68989294,48.05234742 15.68989977,48.05240873 15.68990669,48.0524528 15.68999821,48.05243871 15.69000312,48.05239037 15.68992454,48.05221586 15.68984798,48.05208812 15.68982413,48.05205478 15.68972853,48.05195453 15.68958694,48.0518408 15.68944653,48.05174468 15.68938595,48.0517094 15.68925121,48.05164277 15.68908114,48.05155946 15.68889519,48.05146401 15.68883808,48.05143345 15.68878379,48.05140108 15.68864147,48.05130703 15.68852564,48.05122499 15.68848629,48.05119238 15.6884663,48.0511721 15.68845526,48.05115799 15.6884403,48.0511318 15.68841886,48.05109199 15.68838759,48.05104445 15.68835525,48.05100954 15.68829219,48.05096662 15.6882681,48.05095235 15.68824161,48.05092537 15.68821508,48.05090164 15.68817513,48.0508781 15.68814291,48.05084887 15.68813475,48.05081285 15.68811486,48.05078956 15.6880693,48.05076048 15.68802248,48.05073127 15.68794297,48.05068586 15.68788715,48.05065856 15.68784354,48.05064084 15.68777028,48.05059089 15.68772311,48.05055633 15.6876435,48.05048766 15.68759733,48.05044108 15.68753817,48.05039578 15.68749782,48.05033901 15.68747982,48.05030552 15.68742578,48.0502925 15.68715852,48.05012615 15.68701891,48.05005207 15.68678244,48.04991986 15.68652682,48.04975875 15.6864495,48.04969811 15.68621753,48.04951881 15.68591596,48.04928677 15.68574647,48.0491383 15.68571636,48.04907452 15.68569291,48.04901656 15.68567462,48.04895326 15.68569874,48.04892436 15.68573194,48.04890222 15.68574377,48.04888373 15.6857512,48.04884779 15.685762,48.04880157 15.68576628,48.04875415 15.68576089,48.04873327 15.68577284,48.04870402 15.68574347,48.04841417 15.68567785,48.04804473 15.68563673,48.04790054114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.93564485,48.24215814 16.9356099,48.24216756 16.93561482,48.24216643 16.93564485,48.24215814118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.93570428,48.24214212 16.93569589,48.24214404 16.93564485,48.24215814 16.93570428,48.24214212124630GefahrenzonenplanGefahrenzonenplan Laabenbach/Große Tulln, Revision 2016Gültigkeit siehe Layer 'Hochwasser-Datenverfügbark2017DonauConsultjajaneinHW300jajajaWA3 - Regionalstelle Mostviertel2D-Berechnung, stationär; Szenario: HW30 Reinwasser, HW100 u. HW300 Gefahrenszenario; rot-gelber und blauer FB vorhanden; Überlappungsbereiche (HW30, HW100 und HW300) mit Projekt 1122 in Projekt 9046, mit Projekt 1146 in Projekt 9047, mit Projekt 1257 in Projekt 9049, mit Projekt 1271 in Projekt 9058 und mit Projekt 1208 (hier auch Rote Zone) in Projekt 9048 dargestellt; 2022: HWS KG Inprugg in ÜF100, ÜF300 berücksichtigt;2022-09-12T22:00:00Z10002024-11-17T23:00:00Z15.90570676,48.2029636 15.90572609,48.20296263 15.90575089,48.20296406 15.90579553,48.20295329 15.9058206,48.20295473 15.90587394,48.20294519 15.90590203,48.2029468 15.90598241,48.20293731 15.90604464,48.20292617 15.90606324,48.20293701 15.90605115,48.20291112 15.90604017,48.20288261 15.90602831,48.20285467 15.90601404,48.20279316 15.90600619,48.20276676 15.90600417,48.20274068 15.90600479,48.2027176 15.90599692,48.20269358 15.90598546,48.20266836 15.90596819,48.202644 15.90595001,48.20262025 15.90593724,48.20259292 15.90592131,48.20256768 15.90591346,48.20254067 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15.89013904,48.18295755 15.89017627,48.18300447 15.8901895,48.18303149 15.89020539,48.18305675 15.89021589,48.18308558 15.89023179,48.18311083 15.8902423,48.18313965 15.89025553,48.18316667 15.89027118,48.18322786 15.89028436,48.18325491 15.89029486,48.18328374 15.89030807,48.18331077 15.89032372,48.18337196 15.89033422,48.18340078 15.89034984,48.18346199 15.89036032,48.18349083 15.8903654,48.18352324 15.89036778,48.18355743 15.89036591,48.18377326 15.89035997,48.18383799 15.89035435,48.18386314 15.89035683,48.18388652 15.89035387,48.18391347 15.8903456,48.18394044 15.89032859,48.18403748 15.89031761,48.18406624 15.89030629,48.18413095 15.89030331,48.18416149 15.89029507,48.18418486 15.8902949,48.18420646 15.89028664,48.18422982 15.89028367,48.18426037 15.8902723,48.18432505 15.89026132,48.18435381 15.89024469,48.18441492 15.89023368,48.18444366 15.89022802,48.18447601 15.89022202,48.18454432 15.89021632,48.18457665 15.89020535,48.18460541 15.89019971,48.18463777 15.89019375,48.18470611 15.89018809,48.18473846 15.89017708,48.1847672 15.8901601,48.18486426 15.8901491,48.184893 15.89014076,48.18492354 15.89012975,48.18495226 15.89011076,48.18497194 15.89008641,48.18498794 15.89005955,48.18498431 15.89003256,48.18499495 15.89000582,48.18497686 15.88997366,48.18496235 15.88994957,48.18494966 15.88994973,48.18493167 15.88997137,48.18491737 15.88999036,48.18489766 15.88999864,48.18487431 15.88999882,48.18485272 15.89001245,48.18483299 15.89003144,48.18481328 15.89005047,48.18478997 15.89005881,48.18475942 15.89005908,48.18472705 15.89005128,48.18469644 15.89003803,48.18467301 15.89003014,48.18465319 15.89004106,48.18463525 15.89006006,48.18461554 15.89007368,48.1845958 15.89007386,48.18457422 15.89006055,48.18455798 15.89006074,48.18453639 15.89006367,48.18450943 15.8900693,48.18448067 15.89007218,48.1844573 15.8900562,48.18443925 15.89002942,48.18442476 15.88999724,48.18441384 15.88997585,48.18439937 15.88996793,48.18438315118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.96113861,48.24447351 16.96114027,48.24446525 16.96112926,48.2445112 16.96113861,48.24447351118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.95770193,48.29328983 16.9576936,48.29328868 16.95763258,48.29331273 16.95770193,48.29328983118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.95359873,48.29381292 16.95359589,48.29380886 16.9535777,48.29381613 16.9535213,48.2938351 16.95359077,48.29381264 16.95362974,48.29385542 16.95359873,48.29381292118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.21169409,48.34482725 16.21165427,48.34482168 16.21166921,48.34484675 16.21169409,48.34482725114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.8860438,48.34086538 16.88601391,48.34090195 16.88601957,48.34089544 16.8860438,48.34086538130230Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Abflussuntersuchungen IV, Los D.4, Frauenbach Fkm 0.0 bis 16.0, Warme Fischa Fkm 27.5 bis 5.99Gültigkeit siehe Layer 'Hochwasser-Datenverfügbark2015Dr. Blasy - Dr. Overland, Beratende Ingenieure GmbH & Co. KGjajaneinHW300neinneinneinWA3 - Regionalstelle Industrieviertel2D-Berechnung, die Warme Fischa und der Frauenbach wurden instationär mit Versickerung berechnet; 2022 Datenaustausch auf Grundlage Projekt ABU2015; Projekt 9068 enthält die Überlappungsbereiche mit Projekt 1171 (Johannesbach); Projekt 9066 enthält die Überlappungsbereiche mit Projekt 1274 (Leitha WV4); Projekt 9067 enthält die Überlappungsbereiche mit Projekt 1273 (Leitha WV3);2022-08-29T22:00:00Z10002024-11-17T23:00:00Z16.3136237,47.85119242 16.31360806,47.8511695 16.31364764,47.85124805 16.31365297,47.85125464 16.31364937,47.85124904 16.31364799,47.85124496 16.31364121,47.85121904 16.3136237,47.85119242118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.88346881,48.30065722 16.88348667,48.30061477 16.88346583,48.30066386 16.88346881,48.30065722118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z14.5055141,48.22806529 14.50546202,48.22803952 14.50540792,48.22802818 14.50536918,48.22801753 14.50532839,48.22799891 14.50528462,48.22799458 14.50525856,48.2279665 14.50527195,48.22793938 14.50526387,48.22791752 14.5052383,48.22790376 14.50514496,48.22782049 14.50513415,48.22777892 14.50509001,48.22776379 14.50500249,48.22773864 14.50494096,48.22772348 14.50485053,48.22769817 14.50480985,48.22768447 14.50466085,48.22764197 14.50457152,48.22762276 14.50452555,48.22761022 14.50448316,48.22760567 14.50444441,48.22759307 14.50440424,48.22760551 14.50434891,48.2275889 14.50430932,48.22757043 14.50426857,48.22755411 14.50422769,48.22753173 14.50420046,48.22751775 14.50416766,48.22751965 14.50403832,48.22748933 14.50399766,48.22747661 14.50395688,48.22745893 14.50392952,48.22743945 14.50387537,48.22742519 14.50376689,48.22738931 14.50372542,48.22737955 14.50367213,48.22736484 14.50355032,48.22733425 14.50345538,48.2273019 14.50331982,48.22725834 14.50326561,48.22724176 14.50320425,48.2272198 14.50314358,48.22720178 14.50308137,48.22718824 14.50299476,48.22716705 14.50298623,48.2271684 14.5030213,48.22718255 14.50305949,48.22719538 14.5030848,48.22720591 14.50310226,48.22721164 14.50311878,48.22721843 14.50312896,48.22722947 14.50313356,48.22723225 14.50313176,48.22723724 14.50313378,48.22724656 14.50313185,48.22725281 14.5031206,48.22727099 14.50311998,48.22727351 14.50312291,48.22728253 14.50311481,48.22728906 14.50311345,48.22729413 14.50312351,48.22730329 14.50312479,48.22733168 14.50312323,48.22733461 14.50313326,48.22733754 14.50317846,48.22735197 14.50322863,48.22736365 14.50329466,48.22738385 14.5033611,48.22738679 14.50341259,48.22741448 14.50341945,48.22741665 14.50345134,48.22744183 14.50355001,48.22747632 14.5035601,48.2274794 14.50361101,48.22747981 14.50362074,48.22748278 14.50372716,48.22750201 14.50377474,48.22752655 14.50380343,48.22755562 14.50380599,48.2275564 14.50385427,48.22755671 14.50385891,48.22755815 14.50391878,48.22756332 14.50393275,48.2275649 14.50395819,48.22757579 14.50397485,48.22759154 14.50400374,48.22759691 14.50402535,48.22761147 14.50406136,48.22760702 14.50408429,48.22760772 14.5041392,48.22763179 14.50414986,48.22763506 14.50420619,48.2276656 14.50422701,48.22767343 14.50428448,48.22769076 14.5043583,48.22771134 14.5044341,48.22773608 14.50446895,48.22774691 14.50466361,48.22780609 14.50473947,48.22782736 14.50481343,48.22785165 14.50491801,48.22788347 14.50493698,48.22790575 14.50500359,48.22792403 14.50503773,48.22793449 14.50507525,48.22794327 14.50514111,48.22795734 14.50515058,48.22796033 14.50520216,48.22797331 14.50531216,48.22800817 14.50531503,48.22801371 14.50532696,48.22801359 14.50532895,48.22801929 14.50534144,48.22801993 14.50539198,48.22803605 14.50542315,48.22804865 14.50547156,48.22806625 14.50548178,48.22806928 14.5055141,48.22806529114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.86183311,48.35350099 16.8617881,48.35350551 16.86181835,48.35350272 16.86183311,48.35350099114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.97515842,48.19392583 16.97512785,48.19397404 16.9751588,48.19393082 16.97515842,48.19392583113330Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Abflussuntersuchung Piesting und Große FischaGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2008Brandt Gerdes Sitzmann Wasserwirtschaft GmbHjajaneinHW300neinneinjaWA3 - Regionalstelle Industrieviertel2D-Berechnung; Gutenstein bis A2stationär u. instationär, A2bis Gramatneusiedl instat, Gramatneusiedl bis Fischamend stat u.instat; Annahme Versickerung zw.A2u Ebreichsdorf;an Zubringerprojekten jeweils die größeren Ausuferungen digital übern.; Projekt 9006 enthält die Überlappungsbereiche mit Proj 1184 (Donau); ÜF berücksichtigen den DonauHWS der Stadtgemeinde Fischamend (2010 übern.); 2022: Aktualisierung ÜF HQ100 bei Gramatneusiedl aufgrund Geländeanpassung Feldgasse (2014); Im Bereich St.Margarethen/Moos wurde 2015 der HWS am Fischagraben fertig gestellt und die ÜF30undÜF100 aus Maßnahmenkonzept der ABU übernommen (2021), die ÜF300 entspricht der Umhüllenden aus ÜF300Bestand und ÜF100 nach Maßnahmen;2022-05-18T22:00:00Z10002024-11-17T23:00:00Z16.10034587,47.87464279 16.10029856,47.87464099 16.1002846,47.87463406 16.10028461,47.8746278 16.10028931,47.87461242 16.10028992,47.87460117 16.10025966,47.87461234 16.10025647,47.87461481 16.10024927,47.87461626 16.10024922,47.87462464 16.10021126,47.87462871 16.10019395,47.87463136 16.10013491,47.87462209 16.10005949,47.87462141 16.10004602,47.87463044 16.10003595,47.87463344 16.1000325,47.8746677 16.10001427,47.87463997 16.09996581,47.87463028 16.09995148,47.874638 16.09990397,47.87463689 16.09989872,47.87463934 16.09995152,47.87463963 16.09998701,47.87465466 16.10004095,47.87468089 16.09998675,47.87473778 16.09992542,47.87474644 16.09989199,47.87473878 16.0998715,47.87477374 16.09985822,47.87477396 16.09982957,47.87480207 16.09981795,47.87480985 16.09981787,47.87482783 16.09979771,47.87485028 16.09975706,47.87487016 16.09981231,47.8748983 16.09980551,47.87485698 16.0998627,47.8748571 16.09986464,47.87485045 16.09990466,47.8748505 16.09992912,47.87482389 16.09993155,47.87482432 16.09998108,47.87479777 16.09998029,47.87479646 16.10002316,47.87476133 16.10002897,47.87475928 16.10013886,47.87474185 16.10014888,47.87478591 16.10017394,47.87478373 16.10016934,47.87479681 16.10017892,47.8748016 16.10019242,47.87480167 16.10021241,47.87479021 16.10023991,47.8747797 16.10026728,47.87476594 16.10020625,47.87474782 16.10020638,47.87474756 16.1002058,47.87474767 16.10020711,47.87474609 16.10022666,47.87470658 16.10022284,47.87470267 16.10019913,47.87464387 16.10025327,47.87464649 16.10025983,47.87464771 16.10029182,47.87466154 16.10030582,47.87468236 16.10031374,47.87466733 16.10034587,47.87464279118830Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)ABU IV, Los D4, "Wr. Becken Bäche"Gültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012IB Dr. Blasy - Dr. Overland Beratende Ingenieure GmbH & Co. KGjajaneinHW300neinneinneinWA3 - Regionalstelle Industrieviertel2D-Berechnung stationär für Auebach, 2D-Berechnung instationär für Natschbach; 2015 wurden die ÜF für den Veitsauer Bach und der Frauenbach neu ausgewiesen und unter der Projekt ID 1212 digital übernommen; 2015-04-20T22:00:00Z10002024-11-17T23:00:00Z15.88634508,47.6578083 15.88637188,47.65776174 15.88637381,47.65775249 15.88636378,47.65775382 15.88635406,47.65775405 15.88634508,47.6578083123830Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)HWS Kamp UnterlaufGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2015Werner Consult ZT GesmbhjajaneinHW300neinneinneinWA3 - Regionalstelle Waldviertel2D-Berechung, instationär; Fertigstellung der HWS-Maßnahmen: 2015; Die Ausweisungen wurden nach Rückspache mit dem Planer von der Bahnlinie in der KG Hadersdrof flussab digital übernommen; In der KG Hadersdorf liegen Ausweisungen der roten Zone Flussbau aus dem Ausführungsprojekt Hochwasserschutz Kammern (ID 1266) vor; Überlappungsbereich mit Projekt 1184 in Projekt 9039 dargestellt (HW30, HW100 und HW300);2019-03-31T22:00:00Z10002024-11-17T23:00:00Z15.76818953,48.38919288 15.76821304,48.38917318 15.76819055,48.38915106 15.76799061,48.38909767 15.76807286,48.38891538 15.76790439,48.38885336 15.76767012,48.38885735 15.76764316,48.38886046 15.76761143,48.38889198 15.76734975,48.38888277 15.7674405,48.38909793 15.76755716,48.38911955 15.76762456,48.38915483 15.76769268,48.38916544 15.76772376,48.38919514 15.7678132,48.38920368 15.76792497,48.38920345 15.76793224,48.38918355 15.76799346,48.3892014 15.76812382,48.38924439 15.76822161,48.38920524 15.76818953,48.38919288125630Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Abflussuntersuchung NÖ III; Los C.2 -Loisbach/Sirnitzbach; Ergänzung 2017Gültigkeit siehe Layer 'Hochwasser-Datenverfügbark2017IB Neukirchen ZT GmbHjajaneinHW300neinneinneinWA3 - Regionalstelle Waldviertelgekoppeltes 1D- und 2D Modell (Flusschlauch 1D, Vorlandmodell 2D), stationär; Überlappungsbereich mit Projekt 1256 in Projekt 9053 dargestellt (HW100 und HW300); 2018-02-13T23:00:00Z10002024-11-17T23:00:00Z15.70232501,48.46759063 15.70232897,48.46759584 15.70235177,48.46763202 15.70243961,48.46771214 15.70245928,48.46774008 15.70248089,48.46774574 15.70245019,48.46771858 15.70236173,48.46762752 15.70232501,48.46759063118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.94829684,48.25817261 16.94828264,48.25815059 16.9483031,48.25818279 16.94829684,48.25817261118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.96140044,48.24386247 16.96141199,48.24383503 16.96140856,48.24384311 16.96140044,48.24386247124630GefahrenzonenplanGefahrenzonenplan Laabenbach/Große Tulln, Revision 2016Gültigkeit siehe Layer 'Hochwasser-Datenverfügbark2017DonauConsultjajaneinHW300jajajaWA3 - Regionalstelle Mostviertel2D-Berechnung, stationär; Szenario: HW30 Reinwasser, HW100 u. HW300 Gefahrenszenario; rot-gelber und blauer FB vorhanden; Überlappungsbereiche (HW30, HW100 und HW300) mit Projekt 1122 in Projekt 9046, mit Projekt 1146 in Projekt 9047, mit Projekt 1257 in Projekt 9049, mit Projekt 1271 in Projekt 9058 und mit Projekt 1208 (hier auch Rote Zone) in Projekt 9048 dargestellt; 2022: HWS KG Inprugg in ÜF100, ÜF300 berücksichtigt;2022-09-12T22:00:00Z10002024-11-17T23:00:00Z15.92964397,48.23343835 15.92964225,48.23343745 15.92963982,48.23344993 15.92966667,48.23345901 15.92966671,48.23345442 15.92964397,48.23343835114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.91542385,48.27794992 16.91542437,48.27795662 16.91543186,48.27800055 16.91542385,48.27794992114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.95968187,48.2827909 16.95969548,48.28279625 16.9597128,48.28280099 16.95968187,48.2827909114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.90470267,48.33010612 16.90464015,48.33015993 16.90469896,48.33010951 16.90470267,48.33010612114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.94774959,48.2573251 16.94775676,48.25733633 16.94777364,48.2573625 16.94774959,48.2573251118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.91570227,48.30539674 16.91569861,48.3053794 16.91569905,48.30538244 16.91570227,48.30539674118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.85922154,48.35350239 16.85920995,48.3535018 16.85923792,48.35350387 16.85922154,48.35350239907130Generelles ProjektÜberlappungsbereich der Überflutungsflächen der Großen Erlauf (ID_PROJ 1025) und linker Erlaufzubringer (ID_PROJ 1313)Gültigkeit siehe Layer 'Hochwasser-Datenverfügbark2022jajaneinneinnein1025neinWA3 - Regionalstelle MostviertelIm Überlappungsbereich liegen Ausweisungen der Roten Gefahrenzone aus dem Projekt ID 1025 vor; Im Überlappungsbereich werden nur die Gewässerstrecken an der Gr.E. zugeordnet, da nicht allen Zubringern des Projekts1313 im GGN vorhanden sind und da an der Gr. E. zum Unterschied zu Projekt 1313 keine HQ300 ÜF aber eine Rote GZ vorliegen; 2024-09-11T22:00:00Z10002024-11-17T23:00:00Z15.1521744,48.13322771 15.15214359,48.13323066 15.15185682,48.13326599 15.15146606,48.13327689 15.15143899,48.1332909 15.15143919,48.13329131 15.15138041,48.13330998 15.15131966,48.13330897 15.15122931,48.1333065 15.15120407,48.13331572 15.151197,48.13331594 15.1511949,48.13332349 15.15118363,48.13335374 15.15117124,48.13338972 15.15117035,48.13339356 15.15116926,48.13340108 15.15116988,48.13341819 15.15117259,48.13342853 15.15118484,48.13343207 15.15119852,48.13345277 15.15121006,48.13346732 15.15123201,48.13347373 15.151237,48.13347776 15.15126188,48.13348914 15.1512851,48.13350927 15.15130108,48.1335166 15.15132463,48.13353449 15.15132862,48.13353867 15.15134684,48.13355546 15.15139317,48.13358885 15.15139852,48.1335968 15.15141312,48.13361363 15.15142519,48.13362136 15.15145172,48.1336535 15.15146183,48.13365592 15.15146598,48.13366243 15.15147254,48.13368114 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15.15588288,48.13898305 15.15588184,48.13896627 15.15588596,48.13895654 15.15587184,48.13895563 15.15583871,48.13894264 15.15582977,48.13890037 15.15582638,48.13889515 15.15582375,48.13889282 15.1558342,48.1388692 15.15583081,48.13884072 15.15582904,48.13883775 15.15582428,48.13881831 15.15582216,48.13881483 15.15581621,48.13880814 15.15581579,48.13880628 15.15580474,48.13879427 15.15580439,48.13879322 15.15578451,48.13877428 15.15578292,48.13877121 15.15576739,48.13875705 15.15576234,48.138737 15.15574298,48.13871027 15.15573865,48.13868439 15.1557293,48.13867809 15.15573636,48.13867502 15.15571933,48.13864853 15.15569619,48.13860832 15.15569559,48.13860431 15.15569857,48.13859133 15.15567935,48.13858223 15.15569844,48.13857156 15.15569579,48.13856457 15.15569606,48.13856087 15.15570458,48.13854959 15.15570326,48.13853803 15.15570471,48.1385247 15.15569229,48.13852498 15.15567569,48.13851227 15.15568035,48.13849695 15.15565342,48.13846797 15.1556763,48.13846582 15.15569387,48.13845621 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15.15532245,48.13795041 15.15531617,48.13794377 15.15530366,48.13790674 15.15527883,48.1378572 15.15525302,48.1378193 15.15524013,48.13780171 15.1552203,48.13776163 15.15520149,48.13773918 15.15519724,48.13773181 15.15515401,48.1377066 15.15515021,48.13769972 15.1551318,48.13767488 15.15512903,48.13766767 15.15511717,48.13764765 15.1551147,48.13764008 15.1551037,48.13762681 15.15509773,48.13760567 15.15509607,48.13760283 15.15509508,48.13760159 15.15508078,48.13759184 15.15507837,48.13757272 15.15507757,48.13756293 15.15508652,48.13754913 15.15507903,48.13753799 15.15507733,48.13752184 15.1550595,48.13750168 15.15505934,48.13748347 15.15503558,48.13745397 15.15505461,48.13741011 15.15505412,48.13740832 15.15502245,48.13734943 15.15501837,48.1373459 15.15498411,48.13731973 15.15498632,48.1373051 15.1549678,48.13728207 15.15496774,48.13727221 15.15494712,48.13726116 15.15495541,48.13724425 15.1549592,48.1372328 15.154971,48.13721702 15.15496924,48.13721296 15.15497522,48.13721059 15.1549725,48.13718106 15.15497136,48.1371786 15.15496297,48.13717123 15.1549228,48.13717358 15.15491083,48.13717033 15.15484254,48.13712499 15.154864,48.13710261 15.15487222,48.13709258 15.1548551,48.13707654 15.15485604,48.13704379 15.15485522,48.13704256 15.15485488,48.13704101 15.15485588,48.13700718 15.15482959,48.13696982 15.15482559,48.13696497 15.15477801,48.13693277 15.15477776,48.13691619 15.1547752,48.13691089 15.15477403,48.13691452 15.15473972,48.13690184 15.15473767,48.13689938 15.15470409,48.13688686 15.15470185,48.13688408 15.15469792,48.13684952 15.15470423,48.13684078 15.15470336,48.13682938 15.15469577,48.13681647 15.15468871,48.13681403 15.15464672,48.13678636 15.15464646,48.13674837 15.15464378,48.13674005 15.15454518,48.13673036 15.15459004,48.13669274 15.1545728,48.13668478 15.15456931,48.13668285 15.15456356,48.13665458 15.15456456,48.13665057 15.15454553,48.13663596 15.15453729,48.13663182 15.1545203,48.13661844 15.15452699,48.13659133 15.15453953,48.13657878 15.15452704,48.1365779 15.15450927,48.13656388 15.15449135,48.13655739 15.15449145,48.13654786 15.15447799,48.13653334 15.15447562,48.13653132 15.15446735,48.13651156 15.15446451,48.13647343 15.15448933,48.13646655 15.15449301,48.13645219 15.15450394,48.13644203 15.15450457,48.13643245 15.15448686,48.13641911 15.15446099,48.13639886 15.15445949,48.13638967 15.15445733,48.13638789 15.15445596,48.13637792 15.15445742,48.13637571 15.15445505,48.13636036 15.1544542,48.13635795 15.15441787,48.13632889 15.15444096,48.13631082 15.15444061,48.13630976 15.15444236,48.13628423 15.15445161,48.13627417 15.15443369,48.13626522 15.15442582,48.13626165 15.1544231,48.13626083 15.15438707,48.13623537 15.15439671,48.13622232 15.15439547,48.13622183 15.15437827,48.13620238 15.15437775,48.13619985 15.15434274,48.13617358 15.15435444,48.13616777 15.15433793,48.13616972 15.15432193,48.1361519 15.15432297,48.13614333 15.15432016,48.13611426 15.154323,48.13611108 15.15431286,48.13610431 15.15429213,48.13610046 15.15426446,48.13607661 15.15427461,48.13607193 15.1542642,48.13605865 15.15428061,48.13605249 15.1542853,48.13604759 15.15430755,48.13604732 15.15426089,48.13602906 15.1542557,48.13602737 15.15422228,48.1360188 15.15417789,48.13600152 15.15417643,48.13600052 15.15417319,48.1359995 15.15411162,48.13600928 15.15411185,48.13597406 15.15411463,48.13597205 15.15408954,48.13594474 15.15410459,48.13592023 15.15406059,48.1358729 15.15399634,48.13581875 15.15399432,48.13581661 15.15397335,48.13580216 15.15391648,48.13577613 15.15391462,48.13577562 15.1538756,48.13575191 15.15387469,48.13575068 15.15383113,48.13572492 15.15375431,48.13567738 15.15375126,48.13567554 15.15374875,48.13567483 15.15373399,48.13564711 15.15373394,48.13564576 15.15367243,48.13559765 15.15365295,48.13558199 15.15365176,48.13558046 15.1536492,48.1355796 15.15361747,48.13556495 15.15359119,48.1355358 15.15358733,48.13553224 15.15358696,48.13553052 15.15355508,48.13549618 15.15353714,48.13547479 15.15353469,48.13547351 15.15352051,48.13545691 15.15350216,48.13543909 15.15350002,48.13543612 15.1534804,48.13541703 15.15347971,48.13541577 15.15342938,48.13538126 15.15341043,48.13536096 15.15335367,48.13530171 15.15335005,48.13529849 15.15330412,48.13524491 15.1533015,48.13524112 15.15330006,48.13523813 15.1532637,48.13518627 15.15325879,48.13518018 15.15325568,48.13517731 15.15319576,48.13513885 15.1531691,48.13510835 15.15314345,48.13511259 15.15315756,48.13509282 15.15313237,48.13505574 15.15309957,48.13501388 15.15306135,48.13495707 15.15303667,48.13493993 15.15302387,48.13494007 15.15302071,48.1349359 15.15301565,48.13492046 15.15297718,48.1348801 15.15296466,48.13487176 15.15294206,48.1348781 15.15291015,48.13489825 15.15284882,48.13489217 15.15284807,48.13485266 15.1528864,48.1348252 15.15289464,48.13485009 15.15292575,48.13483602 15.15291885,48.13482857 15.15288946,48.1348096 15.15288015,48.13480394 15.15284479,48.13481081 15.15280588,48.13479622 15.15279253,48.13476847 15.15275338,48.13475797 15.15271308,48.13471302 15.15277263,48.13467088 15.1527688,48.1346606 15.15276698,48.13465904 15.15276522,48.13465675 15.15273395,48.13462763 15.15268937,48.134612 15.1526657,48.13459001 15.15266407,48.13457412 15.1526393,48.13455966 15.15261872,48.13454472 15.15257761,48.13450808 15.15257355,48.13450092 15.15253778,48.13447392 15.15253502,48.13446581 15.1525225,48.13446549 15.15248864,48.13444238 15.15247199,48.13443492 15.15244345,48.13441671 15.15243813,48.13440661 15.15241954,48.1343805 15.15240187,48.13436792 15.15237436,48.13434517 15.15237039,48.13433846 15.15236349,48.13432488 15.15234373,48.13430301 15.15232314,48.13427819 15.152313,48.13426397 15.15230348,48.13425866 15.15229355,48.1342442 15.15226612,48.13421615 15.15226036,48.13421312 15.15224426,48.13420054 15.1522255,48.13418444 15.15222462,48.13417941 15.15221894,48.13417518 15.15221064,48.13415599 15.15220632,48.13415365 15.15218304,48.13414421 15.15215264,48.13410582 15.15214925,48.13409845 15.15214406,48.1340925 15.15213072,48.13407966 15.15212103,48.13407327 15.1521108,48.13406332 15.15210641,48.13405441 15.15208982,48.13403562 15.15207614,48.13402198 15.15206723,48.13401003 15.15205822,48.13399191 15.15205562,48.13398277 15.15203735,48.13396627 15.15202461,48.13395355 15.15200827,48.13393485 15.15200123,48.13392558 15.15199025,48.13391521 15.15197648,48.13389306 15.15196907,48.13387839 15.15194413,48.13385022 15.15193877,48.1338297 15.15192186,48.13379587 15.15191503,48.13379014 15.15191355,48.13378319 15.15190593,48.13377308 15.15189466,48.13375375 15.15187889,48.13374736 15.15186773,48.13373237 15.15186827,48.1337139 15.15186256,48.13368845 15.15187062,48.13367065 15.15187121,48.13365145 15.15187955,48.13362473 15.15189048,48.13359885 15.15193068,48.13357686 15.15193282,48.13357463 15.15195371,48.13356062 15.15197614,48.13351041 15.15200867,48.13350449 15.15203455,48.13350036 15.15206464,48.13347522 15.15208881,48.13347087 15.15212752,48.13344441 15.15214068,48.13344239 15.15217884,48.13342183 15.15218569,48.1334175 15.15219153,48.13341123 15.15222372,48.13338778 15.15228789,48.13339301 15.15228856,48.1333985 15.15229397,48.13339375 15.15231294,48.13338663 15.15231849,48.13338071 15.15230607,48.13336539 15.15230633,48.13336391 15.15229322,48.13332599 15.15228533,48.13331747 15.15228752,48.13330898 15.1522805,48.133299 15.15226636,48.13327458 15.15226655,48.13325686 15.15224546,48.133239 15.15221286,48.13324707 15.15219906,48.13322713 15.1521744,48.1332277115.15247806,48.13473472 15.1524695,48.1347351 15.15247262,48.13473258 15.15247611,48.13473226 15.15247806,48.1347347215.15443324,48.13628331 15.15443416,48.13629057 15.15442105,48.1362932 15.15440565,48.13628424 15.15441159,48.13627766 15.1544299,48.13627676 15.15443324,48.1362833115.15162517,48.13329534 15.1516277,48.13330671 15.15160342,48.133307 15.15158566,48.13329493 15.15159596,48.13327639 15.15162517,48.1332953415.15211628,48.13326717 15.15209828,48.13328515 15.15204172,48.13328458 15.15204627,48.13326993 15.15206559,48.13325509 15.15209145,48.133246 15.15211628,48.13326717114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.94274052,48.24116617 16.94272112,48.24119289 16.94272559,48.24118975 16.94274052,48.24116617132130GefahrenzonenplanGefahrenzonenplanung Unrechttraisen, Gemeinden Hohenberg, St. Aegyd am Neuwalde und TürnitzGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2023HYDRO Ingenieure Umwelttechnik GmbHjajaneinHW300jajaneinWA3 - Regionalstelle Mostviertel2D-Berechnung, stationär; Überlappungsbereich mit Projekt 1247 (Traisen) in Projekt 9074 dargestellt; 2024-09-16T22:00:00Z10002024-11-17T23:00:00Z15.56816785,47.97552608 15.56816002,47.97552071 15.5681479,47.97550585 15.56814596,47.97550446 15.56815147,47.97551098 15.56815759,47.9755203 15.56816605,47.97552609 15.56816785,47.97552608118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z15.68932789,48.39309493 15.68925942,48.39309439 15.68927765,48.3932289 15.68939128,48.39321713 15.68952355,48.39320021 15.68965714,48.39318207 15.68979243,48.39316522 15.68981689,48.39316277 15.68979652,48.39315597 15.68978989,48.39315509 15.68968734,48.39313203 15.68965546,48.39312827 15.68955658,48.39311026 15.68949952,48.39310704 15.68940557,48.39309941 15.68932789,48.39309493118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.88332255,48.30099357 16.88333045,48.30097476 16.88332017,48.30099886 16.88332255,48.30099357114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.93217407,48.24320409 16.93214633,48.24321433 16.93215925,48.24320966 16.93217407,48.24320409119830Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)ABU V, Los E.3 Weierbach (Grainbach)Gültigkeit siehe Layer 'Hochwasser-Datenverfügbark2014DonauConsult Ingenieurbüro GmbHjajaneinHW300neinneinneinWA3 - Regionalstelle MostviertelGeländemodell: DTM 1x1m aus ALS, Winter 2008/2009; Überarbeitung im Zuge des Projektes mangels Aktualität in Bereichen Jakobstr - Abt-Karl-Str. inkl. Bahnunterführung " In der Trieben", im Bereich Löwenpark u. östl. Melker Bundesstr. B3a; terrestrische Vermessung 2012; 2D-Berechnung mit TUFLOW; Überlappungsbereich mit Projekt 1184 in Projekt 9020 dargestellt; 2014-12-14T23:00:00Z10002024-11-17T23:00:00Z15.33527797,48.22597184 15.33527181,48.22597583 15.33527181,48.22597587 15.33527797,48.22597184127330Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Leitha Wasserverband III - Aktualisierung der Hochwasserüberflutungsflächen, Zustand 2018Gültigkeit siehe Layer 'Hochwasser-Datenverfügbark2019Büro Pieler ZT GmbHjajaneinHW300neinneinneinWA3 - Regionalstelle Industrieviertel2d-Berechnung, instationär; Zustand 2018; Projekt 9067 enthält die Überlappungsbereiche mit Projekt 1302 (Warme Fischa); Im Bereich Gst.Nr.1635/2 KG Untereggendorf wurde eine hydr. Neuberechnung für HQ100 durchgeführt,da eine bereits vor der Erstellung des SwwGK2012 durchgeführte Geländeanschüttung im Projekt nicht berücksichtigt war - Aktualisierung 2024 übernommen2024-07-25T22:00:00Z10002024-11-17T23:00:00Z16.33228772,47.86567233 16.33231076,47.86568445 16.33228799,47.86567206 16.33228772,47.86567233118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z15.74899181,48.38632588 15.74886385,48.38627992 15.7488614,48.38623845 15.74885361,48.38623778 15.74880627,48.3862366 15.74880533,48.38624463 15.74879175,48.38627759 15.74879082,48.38628282 15.7487968,48.38629301 15.7488296,48.38630744 15.74883974,48.38631019 15.74892733,48.38632708 15.74896108,48.38631987 15.74899683,48.38633032 15.74899181,48.38632588118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.91718687,48.31171217 16.91718878,48.31171136 16.91714396,48.31172788 16.91718687,48.31171217114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.95852738,48.25394254 16.95858301,48.25397714 16.95858374,48.2539678 16.95852738,48.25394254114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.925827,48.24420804 16.92582221,48.24420729 16.92573128,48.24430154 16.925827,48.24420804118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.95980396,48.23948217 16.95975241,48.2394917 16.95976295,48.23949696 16.95980396,48.23948217114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.95984909,48.26774614 16.95985743,48.26776976 16.95985189,48.26775107 16.95984909,48.26774614114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.90970771,48.32001471 16.90967806,48.320049 16.90968595,48.32004029 16.90970771,48.32001471114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.91565682,48.30511827 16.91565948,48.30513283 16.91565906,48.30513023 16.91565682,48.30511827114930Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Hydrodynamisches numerisches 2d Modell der March und Thaya in Österreich, der Slowakei und TschechienGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2009ARGE RIOCOM - IB HUMER - AQUASOLIjajaneinHW300neinneinneinAmt der NÖ Landesregierung - Abteilung Wasserwirtschaft und via donau - Österreichische Wasserstraßen-Gesellschaft mbH2D-Berechnung; HQ30 und HQ100: IST-Zustand der Frühjahrskonfiguration (HQ30 March und HQ30 Donau bzw. HQ100 March und HQ100 Donau); Im Mündungsbereich zur Donau wurde die HQ300 ÜF nur solange sie größer als HQ100 der Donau (kein HQ300) übernommen; HQ300 (Risikoabschätzung): ÜF infolge der modellierten Dammbrüche bei HQ300 (1800m³/s), Breschenkombination1, inkl. auftretenden Dammüberströmungen, zusätzlich überlagert mit den Überflutungsflächen bei HQ100 IST-Zustand der Frühjahrsk.; im Herbst 2011 durch HWS Marchegg - Alter Hafen (Proj1176) bearbeitet; im So 2012 mit Danube Floodrisk (ID_PROJ1184) neu überlagert; gemeinsame Überflutungsfläche unter ID_PROJ9008 gespeichert;2012-12-31T23:00:00Z10002024-11-17T23:00:00Z16.96953449,48.20991624 16.96953304,48.20994481 16.96953473,48.20992676 16.96953449,48.20991624118430Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Danube Floodrisk, Anschlaglinien und Wassertiefen an der österreichischen DonauGültigkeit siehe Layer 'Hochwasser-Datenverfügbark2012via donau - Österreichische Wasserstraßen-Gesellschaft mbHjajaneinHW300neinneinneinWA3 - Fachbereich DonauErgbnisse aus South East Projekt DANUBE FLOODRISK im Auftrag der via donau; Überlappungsbereich (ÜB)mit Projekt 1198 in Projekt 9020 dargestellt; ÜB mit P1118 in P9004; ÜB mit P1128 in P9005; ÜB mit P1133 in P9006; ÜB mit P1134 in P9007; ÜB mit P1149in P9008; ÜB mit P1151in P9009; ÜB mit P1168in P9010; ÜB mit P1166in P9011; ÜB mit P1178in P9012; ÜB mit P1202in P9023; ÜB HW300 mit P1205in P9027; ÜB mit P1238in P9039; ÜF bei Mündung P1203 beschnitten; ÜB mit P1267in P9050; bei ausgeführten HWS-Projekten werden die ÜF bis Flussachse den HWS-Projekten zugewiesen; 2022:HWS Raderbauer,Gem Ardagger in ÜF30 u ÜF100 berücksichtigt; ÜB mit P1294inP9060; ÜB mit P1297inP9063; ÜB mit P1298inP9064; ÜB mit P1311inP9069;2024-04-04T22:00:00Z10002024-11-17T23:00:00Z16.96744651,48.21082014 16.96745173,48.21082269 16.96749459,48.21082532 16.96750178,48.21082497 16.96744651,48.21082014125630Abflussstudie (Abflussuntersuchung, Vorstudie, hydrologische Studie)Abflussuntersuchung NÖ III; Los C.2 -Loisbach/Sirnitzbach; Ergänzung 2017Gültigkeit siehe Layer 'Hochwasser-Datenverfügbark2017IB Neukirchen ZT GmbHjajaneinHW300neinneinneinWA3 - Regionalstelle Waldviertelgekoppeltes 1D- und 2D Modell (Flusschlauch 1D, Vorlandmodell 2D), stationär; Überlappungsbereich mit Projekt 1256 in Projekt 9053 dargestellt (HW100 und HW300); 2018-02-13T23:00:00Z10002024-11-17T23:00:00Z15.70269621,48.46831183 15.70268959,48.46830296 15.70268951,48.46828907 15.70268503,48.46828117 15.70268269,48.46827494 15.70268127,48.46826808 15.70268074,48.4682614 15.70268039,48.46824456 15.70260967,48.46817685 15.70249626,48.46813152 15.70236147,48.46816082 15.70235989,48.46816082 15.70222435,48.46824844 15.70204432,48.46818988 15.70195494,48.46816392 15.70186574,48.4681283 15.70182948,48.46806849 15.70182846,48.46802468 15.70178756,48.4680358 15.70178517,48.46803573 15.70178287,48.46803471 15.70178046,48.4680325 15.70177888,48.46802898 15.70177847,48.46802432 15.70177937,48.4680191 15.70178427,48.4680073 15.70178728,48.46800128 15.70179113,48.46799523 15.701832,48.46794775 15.70182798,48.46788862 15.70184781,48.4678146 15.7019601,48.46774982 15.70198362,48.46772506 15.70198744,48.46770964 15.70198461,48.46769379 15.70196086,48.46768886 15.70188396,48.46765768 15.70178464,48.46764621 15.70179027,48.46759433 15.70174863,48.46752847 15.70173733,48.46749878 15.70169292,48.46748638 15.70163272,48.46748781 15.70148497,48.46752702 15.7014709,48.46755976 15.70142119,48.46758832 15.70139418,48.46754485 15.70138401,48.46752646 15.70126195,48.46745296 15.70115302,48.46740502 15.70108628,48.46738947 15.70093438,48.46734412 15.70091058,48.46732602 15.70089808,48.46717245 15.7008938,48.46716404 15.70093325,48.46713281 15.70098703,48.46705124 15.70103458,48.46706654 15.70115744,48.4670509 15.70126178,48.46705564 15.70131871,48.4670574 15.70127855,48.46703157 15.70126381,48.46702317 15.70121068,48.46699475 15.7011943,48.46698697 15.70114485,48.46696781 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15.69992239,48.46566587 15.69995511,48.4655827 15.69996034,48.46556623 15.69998941,48.46548638 15.70001788,48.46544389 15.70003106,48.46535035 15.7000544,48.46529926 15.70006722,48.46528068 15.70009836,48.4652598 15.70020653,48.46520694 15.70025791,48.46516957 15.70022846,48.46515878 15.70021126,48.46515138 15.7002032,48.46514753 15.70018578,48.46513788 15.70018612,48.465137 15.70018833,48.46513532 15.70019366,48.46513221 15.70020134,48.46512866 15.700222,48.4651206 15.70023408,48.4651167 15.70026808,48.46510697 15.70029681,48.46509928 15.70033682,48.46509013 15.70038763,48.46507926 15.70044261,48.46506854 15.70045662,48.46506255 15.7003752,48.4650762 15.70037031,48.46507737 15.70025102,48.46510014 15.70023788,48.46510334 15.70013996,48.465146 15.70012225,48.46515256 15.70003,48.46519247 15.7000079,48.4652027 15.69994408,48.46524895 15.69992231,48.4652688 15.69987875,48.46532302 15.69986039,48.46534832 15.69980082,48.46538894 15.69976169,48.46540573 15.69969691,48.4654454 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