Suchergebnisse

…del as precipitation height [mm] and, therefore, has to be scaled with the area. The degree of imperviousness dictates the percentage of impervious area in the sub-basin and describes the proportion that runs off as urban surfac

[[Datei:Systemelement001.png|50px|none]] The simulation of natural catchment areas requires calculating the processes of runoff generation, distribution …tion measurement stations in the catchment area, you can either divide the area into several sub-basins or aggregate precipitation sources, until only one

==Rule Type 2: Maintaining a Flood Protection Area, Possibly Timely Variable Over the Year== …3.png|thumb|Figure 3: Example of a function to maintain a flood protection area]]

…he supply of service water for several industrial companies. The catchment area of the dam is 43.61 km², the average annual inflow is 21 million m³, and | 1.10. - 31.10. || Flood control area || = 1.00M m³ || Capacity level || = 24.06M m³

…et of the catchment area in response to the precipitation in the catchment area. The simulation can be event-based or continuous. …vant physical processes of water storage and movement within the catchment area can be modeled (evaporation, snow accumulation and melting, soil moisture,

…ncludes all water-related transport and storage processes within a limited area, whereas it is irrelevant if it is a real-world system, or it represents a …ecessary. These boundaries are not only of spatial nature due to catchment area boundaries, but they are also a distinction between system loads and system

Imports scaling factors for the model rainfall of every single catchment area from a file. The file must have the name <code>N_Factor.txt</code> and must …obally set model rains are displayed (i.e. before scaling with factors for catchment areas). Using the ''Inflow'' tab, a point source must first be selected in

…Einleitung|point source]] and [[Special:MyLanguage/Einzugsgebiet|catchment area]] are the ones which particularly contribute water to the system. [[Special …he runoff distribution of the [[Special:MyLanguage/Einzugsgebiet|catchment area elements]] it is possible to discharge other individual flow components fro

…eated waste water. The consumer replaces a detailed simulation of an urban area with a sewer system. However, if urban areas need to be considered in more …t can be used to model the transfer of water from a modeled catchment to a catchment outside of the system.

…ide the boundaries influence the system or if information from outside the catchment is to be used, e.g. for calibration. Still, the system boundaries can chang

…alibration, it is important to quickly obtain results for the specific sub-catchment without having to compute the entire system for each calibration run. The… …ess must be repeated for all other system element types present in the sub-area.