https://www.talsim.de/docs/index.php?action=history&feed=atom&title=Translations%3AEinzugsgebiet%2F43%2Fen 2026-04-16T12:17:52Z Versionsgeschichte dieser Seite in TALSIM Docs MediaWiki 1.38.4 https://www.talsim.de/docs/index.php?title=Translations:Einzugsgebiet/43/en&diff=8146&oldid=prev 2020-11-25T12:42:33Z

<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, 14:42 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>The calculation of <del style="font-weight: bold; text-decoration: none;">the new </del>soil properties for the layers <del style="font-weight: bold; text-decoration: none;">used within the program </del>is done by weighting them according to the given original thicknesses of the layers. In case of saturated conductivity the calculation is based on the principle of maintaining the continuity of the flow. <del style="font-weight: bold; text-decoration: none;">In the case of </del>vertical flow, the velocity v at a given flow rate in <del style="font-weight: bold; text-decoration: none;">a program internal </del>layer should have the same value due to the continuity of the flow. Thus, the hydraulic gradient is no longer constant.</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 calculation of soil properties for the <ins style="font-weight: bold; text-decoration: none;">simulation </ins>layers is done by weighting them according to the given original thicknesses of the layers. In case of saturated conductivity the calculation is based on the principle of maintaining the continuity of the flow. <ins style="font-weight: bold; text-decoration: none;">For </ins>vertical flow, the velocity v at a given flow rate in <ins style="font-weight: bold; text-decoration: none;">one simulation </ins>layer should have the same value due to the continuity of the flow. Thus, the hydraulic gradient is no longer constant.</div></td></tr> </table>

Froehlich https://www.talsim.de/docs/index.php?title=Translations:Einzugsgebiet/43/en&diff=5931&oldid=prev 2020-10-13T08:11:51Z

<p>Die Seite wurde neu angelegt: „The calculation of the new soil properties for the layers used within the program is done by weighting them according to the given original thicknesses of the…“</p> <p><b>Neue Seite</b></p><div>The calculation of the new soil properties for the layers used within the program is done by weighting them according to the given original thicknesses of the layers. In case of saturated conductivity the calculation is based on the principle of maintaining the continuity of the flow. In the case of vertical flow, the velocity v at a given flow rate in a program internal layer should have the same value due to the continuity of the flow. Thus, the hydraulic gradient is no longer constant.</div>

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