Suchergebnisse

==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]]

…tion measurement stations in the catchment area, you can either divide the area into several sub-basins or aggregate precipitation sources, until only one …unoff generation. On the one hand, the initial conditions in the catchment area (interception and depression storage on the surface as well as to a limited

…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 …tem elements'' in the following. A system element always delivers the same results facing the same conditions. System elements undergo a classification, which

…ation time step, the translation behavior is not visible in the simulation results. …ofiles, are determined from the hydraulic diameter and the cross-sectional area when completely filled.

…d in it. Caution: wrongly set interpretations inevitably lead to incorrect results. For example, precipitation [mm] is usually a sum per timestep. Default val …it. Caution: wrongly defined interpretations inevitably lead to incorrect results.

|Flood control area …ir classes and types. The release identifier determines how the simulation results are stored and how the releases can be utilized for the definition of syste

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