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{{Navigation|vorher=Niederschlag-Abfluss-Modell|hoch=Flussgebietsmodell|nachher=Wasserinfrastruktur}} | {{Navigation|vorher=Niederschlag-Abfluss-Modell|hoch=Flussgebietsmodell|nachher=Wasserinfrastruktur}} | ||
For the hydrological/hydraulic flow calculation of (flood) waves in the channel (routing) an inflow hydrograph is transformed and translated into an outflow hydrograph. In Talsim-NG the translation and retention processes are calculated in the | For the hydrological/hydraulic flow calculation of (flood) waves in the channel (routing) an inflow hydrograph is transformed and translated into an outflow hydrograph. In Talsim-NG the translation and retention processes are calculated in the [[Special:MyLanguage/Transportstrecke|transport reach]] system element . | ||
A short description of the implemented calculation approaches can be found directly on the page of the | A short description of the implemented calculation approaches can be found directly on the page of the [[Special:MyLanguage/Transportstrecke|transport reach]] system element. | ||
Aktuelle Version vom 25. November 2020, 16:06 Uhr
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| | For the hydrological/hydraulic flow calculation of (flood) waves in the channel (routing) an inflow hydrograph is transformed and translated into an outflow hydrograph. In Talsim-NG the translation and retention processes are calculated in the transport reach system element . A short description of the implemented calculation approaches can be found directly on the page of the transport reach system element.