https://www.talsim.de/docs/index.php?action=history&feed=atom&title=Translations%3AEinzugsgebiet%2F56%2Fen 2026-04-11T22:36:33Z Versionsgeschichte dieser Seite in TALSIM Docs MediaWiki 1.38.4 https://www.talsim.de/docs/index.php?title=Translations:Einzugsgebiet/56/en&diff=8203&oldid=prev 2020-11-25T13:53:47Z

<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 25. November 2020, 15:53 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>Runoff concentration determines the delay of <del style="font-weight: bold; text-decoration: none;">surface </del>runoff from the catchment area. A parallel storage cascade with three reservoirs for permeable and one cascade for impermeable areas is used. The outflow of the components interflow and baseflow is output at the element outlet after passing through a single linear storage.</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>Runoff concentration determines the delay of runoff from the catchment area. A parallel storage cascade with three reservoirs for permeable and one cascade for impermeable areas is used <ins style="font-weight: bold; text-decoration: none;">for surface runoff</ins>. The outflow of the components interflow and baseflow is output at the element outlet after passing through a single linear storage.</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>[[Datei:Abflusskonzentration_EN.png|frame|none|Calculation of the runoff concentration of catchment areas]]</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:Abflusskonzentration_EN.png|frame|none|Calculation of the runoff concentration of catchment areas]]</div></td></tr> </table>

Froehlich https://www.talsim.de/docs/index.php?title=Translations:Einzugsgebiet/56/en&diff=8189&oldid=prev 2020-11-25T13:43:35Z

<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 25. November 2020, 15:43 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;">The runoff </del>concentration determines the delay of surface runoff from the catchment area. A parallel storage cascade with three reservoirs for <del style="font-weight: bold; text-decoration: none;">unpaved </del>and one cascade for <del style="font-weight: bold; text-decoration: none;">paved </del>areas is used. The outflow of the components interflow and <del style="font-weight: bold; text-decoration: none;">groundwater </del>is <del style="font-weight: bold; text-decoration: none;">delivered delayed to </del>the element outlet <del style="font-weight: bold; text-decoration: none;">via </del>a linear <del style="font-weight: bold; text-decoration: none;">single </del>storage <del style="font-weight: bold; text-decoration: none;">tank</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><ins style="font-weight: bold; text-decoration: none;">Runoff </ins>concentration determines the delay of surface runoff from the catchment area. A parallel storage cascade with three reservoirs for <ins style="font-weight: bold; text-decoration: none;">permeable </ins>and one cascade for <ins style="font-weight: bold; text-decoration: none;">impermeable </ins>areas is used. The outflow of the components interflow and <ins style="font-weight: bold; text-decoration: none;">baseflow </ins>is <ins style="font-weight: bold; text-decoration: none;">output at </ins>the element outlet <ins style="font-weight: bold; text-decoration: none;">after passing through </ins>a <ins style="font-weight: bold; text-decoration: none;">single </ins>linear storage.</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>[[Datei:<del style="font-weight: bold; text-decoration: none;">Abflusskonzentration</del>.png|frame|none|Calculation of the <del style="font-weight: bold; text-decoration: none;">discharge </del>concentration of catchment areas]]</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;">Abflusskonzentration_EN</ins>.png|frame|none|Calculation of the <ins style="font-weight: bold; text-decoration: none;">runoff </ins>concentration of catchment areas]]</div></td></tr> </table>

Froehlich https://www.talsim.de/docs/index.php?title=Translations:Einzugsgebiet/56/en&diff=5959&oldid=prev 2020-10-13T08:56:42Z

<p>Die Seite wurde neu angelegt: „The runoff concentration determines the delay of surface runoff from the catchment area. A parallel storage cascade with three reservoirs for unpaved and one c…“</p> <p><b>Neue Seite</b></p><div>The runoff concentration determines the delay of surface runoff from the catchment area. A parallel storage cascade with three reservoirs for unpaved and one cascade for paved areas is used. The outflow of the components interflow and groundwater is delivered delayed to the element outlet via a linear single storage tank.<br /> [[Datei:Abflusskonzentration.png|frame|none|Calculation of the discharge concentration of catchment areas]]</div>

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