https://new.wiki.intewa.net/index.php?action=history&feed=atom&title=Translations%3AVersickerung_und_Retention%2F1%2FenTranslations:Versickerung und Retention/1/en - Versionsgeschichte2026-05-10T08:44:23ZVersionsgeschichte dieser Seite in INTEWA WikiMediaWiki 1.43.8https://new.wiki.intewa.net/index.php?title=Translations:Versickerung_und_Retention/1/en&diff=2921&oldid=prevSabrina am 9. November 2018 um 09:02 Uhr2018-11-09T09:02:13Z<p></p>
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<td colspan="2" style="background-color: #fff; color: #202122; text-align: center;">Version vom 9. November 2018, 09:02 Uhr</td>
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<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>In <del style="font-weight: bold; text-decoration: none;">storm </del>water management, <del style="font-weight: bold; text-decoration: none;">the findings </del>asserts that rainwater should be infiltrated at the place <del style="font-weight: bold; text-decoration: none;">of access instead of discharged through sewer systems</del>. If this is not possible, then in <del style="font-weight: bold; text-decoration: none;">several </del>cases<del style="font-weight: bold; text-decoration: none;">, </del>the temporary storage (retention <del style="font-weight: bold; text-decoration: none;">or buffering</del>) of rainwater is required in <del style="font-weight: bold; text-decoration: none;">storage </del>volumes in order to protect the drainage systems from overloading and to limit their dimension.</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;">[[Datei:Rwv.jpg|miniatur|border|200px|right|baseline|Infiltration and retention]]</ins></div></td></tr>
<tr><td colspan="2" class="diff-side-deleted"></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>In water management, <ins style="font-weight: bold; text-decoration: none;">experience </ins>asserts that rainwater should be infiltrated at the place <ins style="font-weight: bold; text-decoration: none;">where it accumulates</ins>. If this is not possible, then in <ins style="font-weight: bold; text-decoration: none;">many </ins>cases the temporary storage (<ins style="font-weight: bold; text-decoration: none;">attenuation or </ins>retention) of rainwater is required in <ins style="font-weight: bold; text-decoration: none;">attenuation </ins>volumes in order to protect the drainage systems from overloading and to limit their dimension.</div></td></tr>
</table>Sabrinahttps://new.wiki.intewa.net/index.php?title=Translations:Versickerung_und_Retention/1/en&diff=512&oldid=prevSabrina: Die Seite wurde neu angelegt: „In storm water management, the findings asserts that rainwater should be infiltrated at the place of access instead of discharged through sewer systems. If thi…“2018-08-06T13:06:16Z<p>Die Seite wurde neu angelegt: „In storm water management, the findings asserts that rainwater should be infiltrated at the place of access instead of discharged through sewer systems. If thi…“</p>
<p><b>Neue Seite</b></p><div>In storm water management, the findings asserts that rainwater should be infiltrated at the place of access instead of discharged through sewer systems. If this is not possible, then in several cases, the temporary storage (retention or buffering) of rainwater is required in storage volumes in order to protect the drainage systems from overloading and to limit their dimension.</div>Sabrina