https://www.talsim.de/docs/index.php?action=history&feed=atom&title=Translations%3AEinzugsgebietsfenster%2F8%2Fen 2026-04-13T17:05:40Z Versionsgeschichte dieser Seite in TALSIM Docs MediaWiki 1.38.4 https://www.talsim.de/docs/index.php?title=Translations:Einzugsgebietsfenster/8/en&diff=10789&oldid=prev 2021-01-26T13:38:08Z

<p></p> <table style="background-color: #fff; color: #202122;" data-mw="interface"> <col class="diff-marker" /> <col class="diff-content" /> <col class="diff-marker" /> <col class="diff-content" /> <tr class="diff-title" lang="de"> <td colspan="2" style="background-color: #fff; color: #202122; text-align: center;">← Nächstältere Version</td> <td colspan="2" style="background-color: #fff; color: #202122; text-align: center;">Version vom 26. Januar 2021, 15:38 Uhr</td> </tr><tr><td colspan="2" class="diff-lineno" id="mw-diff-left-l1">Zeile 1:</td> <td colspan="2" class="diff-lineno">Zeile 1:</td></tr> <tr><td class="diff-marker" data-marker="−"></td><td style="color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #ffe49c; vertical-align: top; white-space: pre-wrap;"><div>[[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 <del style="font-weight: bold; text-decoration: none;">Precipitation</del>-<del style="font-weight: bold; text-decoration: none;">Runoff</del>-<del style="font-weight: bold; text-decoration: none;">Modell </del>as precipitation height [mm] and, therefore, has to be scaled with the area.</div></td><td class="diff-marker" data-marker="+"></td><td style="color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;"><div>[[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 <ins style="font-weight: bold; text-decoration: none;">precipitation</ins>-<ins style="font-weight: bold; text-decoration: none;">runoff</ins>-<ins style="font-weight: bold; text-decoration: none;">model </ins>as precipitation height [mm] and, therefore, has to be scaled with the area.</div></td></tr> <tr><td class="diff-marker"></td><td style="background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div>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 sequence assignment]] can also be used to assign this runoff to a different outflow element.</div></td><td class="diff-marker"></td><td style="background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div>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 sequence assignment]] can also be used to assign this runoff to a different outflow element.</div></td></tr> <tr><td class="diff-marker"></td><td style="background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div>The values for longest flowpath and maximum and minimum elevation are used to automatically calculate the [[Special:MyLanguage/#retention--oberflächenabfluss|surface runoff retention constants]].</div></td><td class="diff-marker"></td><td style="background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div>The values for longest flowpath and maximum and minimum elevation are used to automatically calculate the [[Special:MyLanguage/#retention--oberflächenabfluss|surface runoff retention constants]].</div></td></tr> </table>

T.Schnellbach https://www.talsim.de/docs/index.php?title=Translations:Einzugsgebietsfenster/8/en&diff=10787&oldid=prev 2021-01-26T13:34:54Z

<p></p> <table style="background-color: #fff; color: #202122;" data-mw="interface"> <col class="diff-marker" /> <col class="diff-content" /> <col class="diff-marker" /> <col class="diff-content" /> <tr class="diff-title" lang="de"> <td colspan="2" style="background-color: #fff; color: #202122; text-align: center;">← Nächstältere Version</td> <td colspan="2" style="background-color: #fff; color: #202122; text-align: center;">Version vom 26. Januar 2021, 15:34 Uhr</td> </tr><tr><td colspan="2" class="diff-lineno" id="mw-diff-left-l1">Zeile 1:</td> <td colspan="2" class="diff-lineno">Zeile 1:</td></tr> <tr><td class="diff-marker" data-marker="−"></td><td style="color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #ffe49c; vertical-align: top; white-space: pre-wrap;"><div>[[Datei:Einzugsgebietsfenster Topographie_EN.PNG|right]]The data to be entered in the <del style="font-weight: bold; text-decoration: none;">Topography </del>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.</div></td><td class="diff-marker" data-marker="+"></td><td style="color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;"><div>[[Datei:Einzugsgebietsfenster Topographie_EN.PNG|right]]The data to be entered in the <ins style="font-weight: bold; text-decoration: none;">topography </ins>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.</div></td></tr> <tr><td class="diff-marker"></td><td style="background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div>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 sequence assignment]] can also be used to assign this runoff to a different outflow element.</div></td><td class="diff-marker"></td><td style="background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div>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 sequence assignment]] can also be used to assign this runoff to a different outflow element.</div></td></tr> <tr><td class="diff-marker"></td><td style="background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div>The values for longest flowpath and maximum and minimum elevation are used to automatically calculate the [[Special:MyLanguage/#retention--oberflächenabfluss|surface runoff retention constants]].</div></td><td class="diff-marker"></td><td style="background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div>The values for longest flowpath and maximum and minimum elevation are used to automatically calculate the [[Special:MyLanguage/#retention--oberflächenabfluss|surface runoff retention constants]].</div></td></tr> </table>

T.Schnellbach https://www.talsim.de/docs/index.php?title=Translations:Einzugsgebietsfenster/8/en&diff=9864&oldid=prev 2020-12-15T09:46:13Z

<p></p> <table style="background-color: #fff; color: #202122;" data-mw="interface"> <col class="diff-marker" /> <col class="diff-content" /> <col class="diff-marker" /> <col class="diff-content" /> <tr class="diff-title" lang="de"> <td colspan="2" style="background-color: #fff; color: #202122; text-align: center;">← Nächstältere Version</td> <td colspan="2" style="background-color: #fff; color: #202122; text-align: center;">Version vom 15. Dezember 2020, 11:46 Uhr</td> </tr><tr><td colspan="2" class="diff-lineno" id="mw-diff-left-l1">Zeile 1:</td> <td colspan="2" class="diff-lineno">Zeile 1:</td></tr> <tr><td class="diff-marker"></td><td style="background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div>[[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.</div></td><td class="diff-marker"></td><td style="background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div>[[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.</div></td></tr> <tr><td class="diff-marker" data-marker="−"></td><td style="color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #ffe49c; vertical-align: top; white-space: pre-wrap;"><div>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 <del style="font-weight: bold; text-decoration: none;">allocation</del>]] can also be used to assign <del style="font-weight: bold; text-decoration: none;">it </del>to a different <del style="font-weight: bold; text-decoration: none;">discharge </del>element.</div></td><td class="diff-marker" data-marker="+"></td><td style="color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;"><div>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 <ins style="font-weight: bold; text-decoration: none;">sequence assignment</ins>]] can also be used to assign <ins style="font-weight: bold; text-decoration: none;">this runoff </ins>to a different <ins style="font-weight: bold; text-decoration: none;">outflow </ins>element.</div></td></tr> <tr><td class="diff-marker" data-marker="−"></td><td style="color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #ffe49c; vertical-align: top; white-space: pre-wrap;"><div>The <del style="font-weight: bold; text-decoration: none;">input </del>for longest <del style="font-weight: bold; text-decoration: none;">flow distance </del>and maximum and minimum <del style="font-weight: bold; text-decoration: none;">height </del>are used <del style="font-weight: bold; text-decoration: none;">for the automatic calculation of </del>the [[Special:MyLanguage/#retention--oberflächenabfluss|retention constants <del style="font-weight: bold; text-decoration: none;">of surface runoff</del>]].</div></td><td class="diff-marker" data-marker="+"></td><td style="color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;"><div>The <ins style="font-weight: bold; text-decoration: none;">values </ins>for longest <ins style="font-weight: bold; text-decoration: none;">flowpath </ins>and maximum and minimum <ins style="font-weight: bold; text-decoration: none;">elevation </ins>are used <ins style="font-weight: bold; text-decoration: none;">to automatically calculate </ins>the [[Special:MyLanguage/#retention--oberflächenabfluss|<ins style="font-weight: bold; text-decoration: none;">surface runoff </ins>retention constants]].</div></td></tr> </table>

N.AbdelWahab https://www.talsim.de/docs/index.php?title=Translations:Einzugsgebietsfenster/8/en&diff=9862&oldid=prev 2020-12-15T08:53:50Z

<p></p> <table style="background-color: #fff; color: #202122;" data-mw="interface"> <col class="diff-marker" /> <col class="diff-content" /> <col class="diff-marker" /> <col class="diff-content" /> <tr class="diff-title" lang="de"> <td colspan="2" style="background-color: #fff; color: #202122; text-align: center;">← Nächstältere Version</td> <td colspan="2" style="background-color: #fff; color: #202122; text-align: center;">Version vom 15. Dezember 2020, 10:53 Uhr</td> </tr><tr><td colspan="2" class="diff-lineno" id="mw-diff-left-l1">Zeile 1:</td> <td colspan="2" class="diff-lineno">Zeile 1:</td></tr> <tr><td class="diff-marker" data-marker="−"></td><td style="color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #ffe49c; vertical-align: top; white-space: pre-wrap;"><div>[[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, <del style="font-weight: bold; text-decoration: none;">because </del>the precipitation is processed into the Precipitation-Runoff-Modell as precipitation height [mm] and <del style="font-weight: bold; text-decoration: none;">is</del>, therefore, scaled with the area.</div></td><td class="diff-marker" data-marker="+"></td><td style="color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;"><div>[[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, <ins style="font-weight: bold; text-decoration: none;">since </ins>the precipitation is processed into the Precipitation-Runoff-Modell as precipitation height [mm] and, therefore, <ins style="font-weight: bold; text-decoration: none;">has to be </ins>scaled with the area.</div></td></tr> <tr><td class="diff-marker" data-marker="−"></td><td style="color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #ffe49c; vertical-align: top; white-space: pre-wrap;"><div>The degree of <del style="font-weight: bold; text-decoration: none;">sealing determines </del>the <del style="font-weight: bold; text-decoration: none;">proportion </del>of <del style="font-weight: bold; text-decoration: none;">sealed </del>area in the <del style="font-weight: bold; text-decoration: none;">total area </del>and describes the proportion that runs off as urban surface runoff. The urban surface runoff is <del style="font-weight: bold; text-decoration: none;">separated from the remaining natural surface runoff </del>[[Special:MyLanguage/Einzugsgebiet#Oberflächenwasservorrat (versiegelter Flächenanteil)|calculated]] 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.</div></td><td class="diff-marker" data-marker="+"></td><td style="color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;"><div>The degree of <ins style="font-weight: bold; text-decoration: none;">imperviousness dictates </ins>the <ins style="font-weight: bold; text-decoration: none;">percentage </ins>of <ins style="font-weight: bold; text-decoration: none;">impervious </ins>area in the <ins style="font-weight: bold; text-decoration: none;">sub-basin </ins>and describes the proportion that runs off as urban surface runoff. The urban surface runoff is [[Special:MyLanguage/Einzugsgebiet#Oberflächenwasservorrat (versiegelter Flächenanteil)|calculated]] <ins style="font-weight: bold; text-decoration: none;">separately from the remaining natural surface runoff </ins>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.</div></td></tr> <tr><td class="diff-marker"></td><td style="background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div>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]].</div></td><td class="diff-marker"></td><td style="background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div>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]].</div></td></tr> </table>

N.AbdelWahab https://www.talsim.de/docs/index.php?title=Translations:Einzugsgebietsfenster/8/en&diff=9860&oldid=prev 2020-12-15T08:12:57Z

<p></p> <table style="background-color: #fff; color: #202122;" data-mw="interface"> <col class="diff-marker" /> <col class="diff-content" /> <col class="diff-marker" /> <col class="diff-content" /> <tr class="diff-title" lang="de"> <td colspan="2" style="background-color: #fff; color: #202122; text-align: center;">← Nächstältere Version</td> <td colspan="2" style="background-color: #fff; color: #202122; text-align: center;">Version vom 15. Dezember 2020, 10:12 Uhr</td> </tr><tr><td colspan="2" class="diff-lineno" id="mw-diff-left-l1">Zeile 1:</td> <td colspan="2" class="diff-lineno">Zeile 1:</td></tr> <tr><td class="diff-marker" data-marker="−"></td><td style="color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #ffe49c; vertical-align: top; white-space: pre-wrap;"><div>[[Datei:Einzugsgebietsfenster Topographie_EN.PNG|right]]The data to be entered in the Topography section is <del style="font-weight: bold; text-decoration: none;">normally </del>determined <del style="font-weight: bold; text-decoration: none;">from </del>a GIS. The area of the <del style="font-weight: bold; text-decoration: none;">catchment area </del>is <del style="font-weight: bold; text-decoration: none;">decisive </del>for the amount of runoff <del style="font-weight: bold; text-decoration: none;">that is generated in this catchment area</del>, because the precipitation as precipitation height <del style="font-weight: bold; text-decoration: none;">is included in the NA calculation </del>and is therefore <del style="font-weight: bold; text-decoration: none;">still </del>scaled with the area.</div></td><td class="diff-marker" data-marker="+"></td><td style="color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;"><div>[[Datei:Einzugsgebietsfenster Topographie_EN.PNG|right]]The data to be entered in the Topography section is <ins style="font-weight: bold; text-decoration: none;">typically </ins>determined <ins style="font-weight: bold; text-decoration: none;">in </ins>a GIS. The area of the <ins style="font-weight: bold; text-decoration: none;">sub-basin </ins>is <ins style="font-weight: bold; text-decoration: none;">crucial </ins>for the amount of <ins style="font-weight: bold; text-decoration: none;">generated </ins>runoff, because the precipitation <ins style="font-weight: bold; text-decoration: none;">is processed into the Precipitation-Runoff-Modell </ins>as precipitation height <ins style="font-weight: bold; text-decoration: none;">[mm] </ins>and is<ins style="font-weight: bold; text-decoration: none;">, </ins>therefore<ins style="font-weight: bold; text-decoration: none;">, </ins>scaled with the area.</div></td></tr> <tr><td class="diff-marker"></td><td style="background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div>The degree of sealing determines the proportion of sealed area in the total area and describes the proportion that runs off as urban surface runoff. The urban surface runoff is separated from the remaining natural surface runoff [[Special:MyLanguage/Einzugsgebiet#Oberflächenwasservorrat (versiegelter Flächenanteil)|calculated]] 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.</div></td><td class="diff-marker"></td><td style="background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div>The degree of sealing determines the proportion of sealed area in the total area and describes the proportion that runs off as urban surface runoff. The urban surface runoff is separated from the remaining natural surface runoff [[Special:MyLanguage/Einzugsgebiet#Oberflächenwasservorrat (versiegelter Flächenanteil)|calculated]] 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.</div></td></tr> <tr><td class="diff-marker"></td><td style="background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div>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]].</div></td><td class="diff-marker"></td><td style="background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div>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]].</div></td></tr> </table>

N.AbdelWahab https://www.talsim.de/docs/index.php?title=Translations:Einzugsgebietsfenster/8/en&diff=9496&oldid=prev 2020-12-08T08:17:22Z

<p></p> <table style="background-color: #fff; color: #202122;" data-mw="interface"> <col class="diff-marker" /> <col class="diff-content" /> <col class="diff-marker" /> <col class="diff-content" /> <tr class="diff-title" lang="de"> <td colspan="2" style="background-color: #fff; color: #202122; text-align: center;">← Nächstältere Version</td> <td colspan="2" style="background-color: #fff; color: #202122; text-align: center;">Version vom 8. Dezember 2020, 10:17 Uhr</td> </tr><tr><td colspan="2" class="diff-lineno" id="mw-diff-left-l1">Zeile 1:</td> <td colspan="2" class="diff-lineno">Zeile 1:</td></tr> <tr><td class="diff-marker" data-marker="−"></td><td style="color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #ffe49c; vertical-align: top; white-space: pre-wrap;"><div>[[Datei:Einzugsgebietsfenster <del style="font-weight: bold; text-decoration: none;">Topographie</del>.PNG|right]]The data to be entered in the Topography section is normally determined from a GIS. The area of the catchment area is decisive for the amount of runoff that is generated in this catchment area, because the precipitation as precipitation height is included in the NA calculation and is therefore still scaled with the area.</div></td><td class="diff-marker" data-marker="+"></td><td style="color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;"><div>[[Datei:Einzugsgebietsfenster <ins style="font-weight: bold; text-decoration: none;">Topographie_EN</ins>.PNG|right]]The data to be entered in the Topography section is normally determined from a GIS. The area of the catchment area is decisive for the amount of runoff that is generated in this catchment area, because the precipitation as precipitation height is included in the NA calculation and is therefore still scaled with the area.</div></td></tr> <tr><td class="diff-marker"></td><td style="background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div>The degree of sealing determines the proportion of sealed area in the total area and describes the proportion that runs off as urban surface runoff. The urban surface runoff is separated from the remaining natural surface runoff [[Special:MyLanguage/Einzugsgebiet#Oberflächenwasservorrat (versiegelter Flächenanteil)|calculated]] 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.</div></td><td class="diff-marker"></td><td style="background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div>The degree of sealing determines the proportion of sealed area in the total area and describes the proportion that runs off as urban surface runoff. The urban surface runoff is separated from the remaining natural surface runoff [[Special:MyLanguage/Einzugsgebiet#Oberflächenwasservorrat (versiegelter Flächenanteil)|calculated]] 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.</div></td></tr> <tr><td class="diff-marker"></td><td style="background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div>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]].</div></td><td class="diff-marker"></td><td style="background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div>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]].</div></td></tr> </table>

N.AbdelWahab https://www.talsim.de/docs/index.php?title=Translations:Einzugsgebietsfenster/8/en&diff=9382&oldid=prev 2020-12-02T07:22:42Z

<p></p> <table style="background-color: #fff; color: #202122;" data-mw="interface"> <col class="diff-marker" /> <col class="diff-content" /> <col class="diff-marker" /> <col class="diff-content" /> <tr class="diff-title" lang="de"> <td colspan="2" style="background-color: #fff; color: #202122; text-align: center;">← Nächstältere Version</td> <td colspan="2" style="background-color: #fff; color: #202122; text-align: center;">Version vom 2. Dezember 2020, 09:22 Uhr</td> </tr><tr><td colspan="2" class="diff-lineno" id="mw-diff-left-l1">Zeile 1:</td> <td colspan="2" class="diff-lineno">Zeile 1:</td></tr> <tr><td class="diff-marker" data-marker="−"></td><td style="color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #ffe49c; vertical-align: top; white-space: pre-wrap;"><div>[[Datei:<del style="font-weight: bold; text-decoration: none;">Einzugsgebietsfenster_Topographie_EN</del>.<del style="font-weight: bold; text-decoration: none;">png</del>|right]]</div></td><td class="diff-marker" data-marker="+"></td><td style="color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;"><div>[[Datei:<ins style="font-weight: bold; text-decoration: none;">Einzugsgebietsfenster Topographie</ins>.<ins style="font-weight: bold; text-decoration: none;">PNG</ins>|right]]The data to be entered in the Topography section is normally determined from a GIS. The area of the catchment area is decisive for the amount of runoff that is generated in this catchment area, because the precipitation as precipitation height is included in the NA calculation and is therefore still scaled with the area.</div></td></tr> <tr><td class="diff-marker" data-marker="−"></td><td style="color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #ffe49c; vertical-align: top; white-space: pre-wrap;"><div>The data to be entered in the Topography section is normally determined from a GIS. The area of the catchment area is decisive for the amount of runoff that is generated in this catchment area, because the precipitation as precipitation height is included in the NA calculation and is therefore still scaled with the area.</div></td><td colspan="2" class="diff-side-added"></td></tr> <tr><td class="diff-marker"></td><td style="background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div>The degree of sealing determines the proportion of sealed area in the total area and describes the proportion that runs off as urban surface runoff. The urban surface runoff is separated from the remaining natural surface runoff [[Special:MyLanguage/Einzugsgebiet#Oberflächenwasservorrat (versiegelter Flächenanteil)|calculated]] 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.</div></td><td class="diff-marker"></td><td style="background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div>The degree of sealing determines the proportion of sealed area in the total area and describes the proportion that runs off as urban surface runoff. The urban surface runoff is separated from the remaining natural surface runoff [[Special:MyLanguage/Einzugsgebiet#Oberflächenwasservorrat (versiegelter Flächenanteil)|calculated]] 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.</div></td></tr> <tr><td class="diff-marker"></td><td style="background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div>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]].</div></td><td class="diff-marker"></td><td style="background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div>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]].</div></td></tr> </table>

N.AbdelWahab https://www.talsim.de/docs/index.php?title=Translations:Einzugsgebietsfenster/8/en&diff=9380&oldid=prev 2020-12-02T07:21:18Z

<p></p> <table style="background-color: #fff; color: #202122;" data-mw="interface"> <col class="diff-marker" /> <col class="diff-content" /> <col class="diff-marker" /> <col class="diff-content" /> <tr class="diff-title" lang="de"> <td colspan="2" style="background-color: #fff; color: #202122; text-align: center;">← Nächstältere Version</td> <td colspan="2" style="background-color: #fff; color: #202122; text-align: center;">Version vom 2. Dezember 2020, 09:21 Uhr</td> </tr><tr><td colspan="2" class="diff-lineno" id="mw-diff-left-l1">Zeile 1:</td> <td colspan="2" class="diff-lineno">Zeile 1:</td></tr> <tr><td class="diff-marker" data-marker="−"></td><td style="color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #ffe49c; vertical-align: top; white-space: pre-wrap;"><div>[[Datei:<del style="font-weight: bold; text-decoration: none;">Einzugsgebietsfenster Topographie_EN</del>.png|right]]</div></td><td class="diff-marker" data-marker="+"></td><td style="color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;"><div>[[Datei:<ins style="font-weight: bold; text-decoration: none;">Einzugsgebietsfenster_Topographie_EN</ins>.png|right]]</div></td></tr> <tr><td class="diff-marker"></td><td style="background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div>The data to be entered in the Topography section is normally determined from a GIS. The area of the catchment area is decisive for the amount of runoff that is generated in this catchment area, because the precipitation as precipitation height is included in the NA calculation and is therefore still scaled with the area.</div></td><td class="diff-marker"></td><td style="background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div>The data to be entered in the Topography section is normally determined from a GIS. The area of the catchment area is decisive for the amount of runoff that is generated in this catchment area, because the precipitation as precipitation height is included in the NA calculation and is therefore still scaled with the area.</div></td></tr> <tr><td class="diff-marker"></td><td style="background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div>The degree of sealing determines the proportion of sealed area in the total area and describes the proportion that runs off as urban surface runoff. The urban surface runoff is separated from the remaining natural surface runoff [[Special:MyLanguage/Einzugsgebiet#Oberflächenwasservorrat (versiegelter Flächenanteil)|calculated]] 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.</div></td><td class="diff-marker"></td><td style="background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div>The degree of sealing determines the proportion of sealed area in the total area and describes the proportion that runs off as urban surface runoff. The urban surface runoff is separated from the remaining natural surface runoff [[Special:MyLanguage/Einzugsgebiet#Oberflächenwasservorrat (versiegelter Flächenanteil)|calculated]] 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.</div></td></tr> <tr><td class="diff-marker"></td><td style="background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div>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]].</div></td><td class="diff-marker"></td><td style="background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div>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]].</div></td></tr> </table>

N.AbdelWahab https://www.talsim.de/docs/index.php?title=Translations:Einzugsgebietsfenster/8/en&diff=9378&oldid=prev 2020-12-02T07:20:47Z

<p></p> <table style="background-color: #fff; color: #202122;" data-mw="interface"> <col class="diff-marker" /> <col class="diff-content" /> <col class="diff-marker" /> <col class="diff-content" /> <tr class="diff-title" lang="de"> <td colspan="2" style="background-color: #fff; color: #202122; text-align: center;">← Nächstältere Version</td> <td colspan="2" style="background-color: #fff; color: #202122; text-align: center;">Version vom 2. Dezember 2020, 09:20 Uhr</td> </tr><tr><td colspan="2" class="diff-lineno" id="mw-diff-left-l1">Zeile 1:</td> <td colspan="2" class="diff-lineno">Zeile 1:</td></tr> <tr><td class="diff-marker" data-marker="−"></td><td style="color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #ffe49c; vertical-align: top; white-space: pre-wrap;"><div>[Datei:Einzugsgebietsfenster Topographie_EN.<del style="font-weight: bold; text-decoration: none;">PNG</del>|right]]</div></td><td class="diff-marker" data-marker="+"></td><td style="color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;"><div><ins style="font-weight: bold; text-decoration: none;">[</ins>[Datei:Einzugsgebietsfenster Topographie_EN.<ins style="font-weight: bold; text-decoration: none;">png</ins>|right]]</div></td></tr> <tr><td class="diff-marker"></td><td style="background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div>The data to be entered in the Topography section is normally determined from a GIS. The area of the catchment area is decisive for the amount of runoff that is generated in this catchment area, because the precipitation as precipitation height is included in the NA calculation and is therefore still scaled with the area.</div></td><td class="diff-marker"></td><td style="background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div>The data to be entered in the Topography section is normally determined from a GIS. The area of the catchment area is decisive for the amount of runoff that is generated in this catchment area, because the precipitation as precipitation height is included in the NA calculation and is therefore still scaled with the area.</div></td></tr> <tr><td class="diff-marker"></td><td style="background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div>The degree of sealing determines the proportion of sealed area in the total area and describes the proportion that runs off as urban surface runoff. The urban surface runoff is separated from the remaining natural surface runoff [[Special:MyLanguage/Einzugsgebiet#Oberflächenwasservorrat (versiegelter Flächenanteil)|calculated]] 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.</div></td><td class="diff-marker"></td><td style="background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div>The degree of sealing determines the proportion of sealed area in the total area and describes the proportion that runs off as urban surface runoff. The urban surface runoff is separated from the remaining natural surface runoff [[Special:MyLanguage/Einzugsgebiet#Oberflächenwasservorrat (versiegelter Flächenanteil)|calculated]] 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.</div></td></tr> <tr><td class="diff-marker"></td><td style="background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div>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]].</div></td><td class="diff-marker"></td><td style="background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div>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]].</div></td></tr> </table>

N.AbdelWahab https://www.talsim.de/docs/index.php?title=Translations:Einzugsgebietsfenster/8/en&diff=9371&oldid=prev 2020-12-02T07:17:59Z

<p></p> <table style="background-color: #fff; color: #202122;" data-mw="interface"> <col class="diff-marker" /> <col class="diff-content" /> <col class="diff-marker" /> <col class="diff-content" /> <tr class="diff-title" lang="de"> <td colspan="2" style="background-color: #fff; color: #202122; text-align: center;">← Nächstältere Version</td> <td colspan="2" style="background-color: #fff; color: #202122; text-align: center;">Version vom 2. Dezember 2020, 09:17 Uhr</td> </tr><tr><td colspan="2" class="diff-lineno" id="mw-diff-left-l1">Zeile 1:</td> <td colspan="2" class="diff-lineno">Zeile 1:</td></tr> <tr><td class="diff-marker" data-marker="−"></td><td style="color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #ffe49c; vertical-align: top; white-space: pre-wrap;"><div>[<del style="font-weight: bold; text-decoration: none;">[Special:MyLanguage/</del>Datei:Einzugsgebietsfenster <del style="font-weight: bold; text-decoration: none;">Topographie</del>.PNG|right]]</div></td><td class="diff-marker" data-marker="+"></td><td style="color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;"><div>[Datei:Einzugsgebietsfenster <ins style="font-weight: bold; text-decoration: none;">Topographie_EN</ins>.PNG|right]]</div></td></tr> <tr><td class="diff-marker"></td><td style="background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div>The data to be entered in the Topography section is normally determined from a GIS. The area of the catchment area is decisive for the amount of runoff that is generated in this catchment area, because the precipitation as precipitation height is included in the NA calculation and is therefore still scaled with the area.</div></td><td class="diff-marker"></td><td style="background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div>The data to be entered in the Topography section is normally determined from a GIS. The area of the catchment area is decisive for the amount of runoff that is generated in this catchment area, because the precipitation as precipitation height is included in the NA calculation and is therefore still scaled with the area.</div></td></tr> <tr><td class="diff-marker"></td><td style="background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div>The degree of sealing determines the proportion of sealed area in the total area and describes the proportion that runs off as urban surface runoff. The urban surface runoff is separated from the remaining natural surface runoff [[Special:MyLanguage/Einzugsgebiet#Oberflächenwasservorrat (versiegelter Flächenanteil)|calculated]] 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.</div></td><td class="diff-marker"></td><td style="background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div>The degree of sealing determines the proportion of sealed area in the total area and describes the proportion that runs off as urban surface runoff. The urban surface runoff is separated from the remaining natural surface runoff [[Special:MyLanguage/Einzugsgebiet#Oberflächenwasservorrat (versiegelter Flächenanteil)|calculated]] 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.</div></td></tr> <tr><td class="diff-marker"></td><td style="background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div>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]].</div></td><td class="diff-marker"></td><td style="background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div>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]].</div></td></tr> </table>

N.AbdelWahab