Translations:Einzugsgebietsfenster/8/en: Unterschied zwischen den Versionen
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[[Datei:Einzugsgebietsfenster Topographie_EN.PNG|right]]The data to be entered in the Topography section is typically determined in a GIS. The area of the sub-basin is crucial for the amount of generated runoff, | [[Datei:Einzugsgebietsfenster Topographie_EN.PNG|right]]The data to be entered in the Topography section is typically determined in a GIS. The area of the sub-basin is crucial for the amount of generated runoff, since the precipitation is processed into the Precipitation-Runoff-Modell as precipitation height [mm] and, therefore, has to be scaled with the area. | ||
The degree of | The degree of imperviousness dictates the percentage of impervious area in the sub-basin and describes the proportion that runs off as urban surface runoff. The urban surface runoff is [[Special:MyLanguage/Einzugsgebiet#Oberflächenwasservorrat (versiegelter Flächenanteil)|calculated]] separately from the remaining natural surface runoff and retained in a separate [[Special:MyLanguage/Einzugsgebiet#Abflusskonzentration|storage cascade]]. The [[Special:MyLanguage/Einzugsgebietsfenster#Ablaufzuordnung|discharge allocation]] can also be used to assign it to a different discharge element. | ||
The input for longest flow distance and maximum and minimum height are used for the automatic calculation of the [[Special:MyLanguage/#retention--oberflächenabfluss|retention constants of surface runoff]]. | The input for longest flow distance and maximum and minimum height are used for the automatic calculation of the [[Special:MyLanguage/#retention--oberflächenabfluss|retention constants of surface runoff]]. |
Version vom 15. Dezember 2020, 09:53 Uhr
The data to be entered in the Topography section is typically determined in a GIS. The area of the sub-basin is crucial for the amount of generated runoff, since the precipitation is processed into the Precipitation-Runoff-Modell 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 surface runoff. The urban surface runoff is calculated separately from the remaining natural surface runoff and retained in a separate storage cascade. The discharge allocation can also be used to assign it to a different discharge element. The input for longest flow distance and maximum and minimum height are used for the automatic calculation of the retention constants of surface runoff.