https://wiki.bluemodel.org/index.php?title=Storm-water_overflows&feed=atom&action=history Storm-water overflows - Revision history 2024-03-29T06:46:38Z Revision history for this page on the wiki MediaWiki 1.39.3 https://wiki.bluemodel.org/index.php?title=Storm-water_overflows&diff=7005&oldid=prev Mkissel: moved Regenüberläufe to Storm-water overflows 2013-06-27T07:40:54Z <p>moved <a href="/index.php/Regen%C3%BCberl%C3%A4ufe" class="mw-redirect" title="Regenüberläufe">Regenüberläufe</a> to <a href="/index.php/Storm-water_overflows" title="Storm-water overflows">Storm-water overflows</a></p> <table style="background-color: #fff; color: #202122;" data-mw="interface"> <tr class="diff-title" lang="en"> <td colspan="1" style="background-color: #fff; color: #202122; text-align: center;">← Older revision</td> <td colspan="1" style="background-color: #fff; color: #202122; text-align: center;">Revision as of 00:40, 27 June 2013</td> </tr><tr><td colspan="2" class="diff-notice" lang="en"><div class="mw-diff-empty">(No difference)</div> </td></tr></table> Mkissel https://wiki.bluemodel.org/index.php?title=Storm-water_overflows&diff=7003&oldid=prev Mkissel: Translation 2013-06-27T07:39:22Z <p>Translation</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="en"> <td colspan="2" style="background-color: #fff; color: #202122; text-align: center;">← Older revision</td> <td colspan="2" style="background-color: #fff; color: #202122; text-align: center;">Revision as of 00:39, 27 June 2013</td> </tr><tr><td colspan="2" class="diff-lineno" id="mw-diff-left-l3">Line 3:</td> <td colspan="2" class="diff-lineno">Line 3:</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>[[Bild:Verzweigung.gif|thumb|left|400px]]</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>[[Bild:Verzweigung.gif|thumb|left|400px]]</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;"><br/></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;"><br/></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;">Aufteilungsbauwerke dienen dazu, einen Zufluss gemäß einer Verteilungsvorschrift </del>in <del style="font-weight: bold; text-decoration: none;">zwei Abflüsse aufzuteilen. Mögliche Formen sind Entnahmebauwerke aus Flüssen zu Versorgungs-oder Bewässerungszwecken</del>, <del style="font-weight: bold; text-decoration: none;">Verzweigungen </del>in <del style="font-weight: bold; text-decoration: none;">Überleitungen</del>, <del style="font-weight: bold; text-decoration: none;">Ableitungen im Zulauf oder Ablauf von Talsperren</del>, <del style="font-weight: bold; text-decoration: none;">Regenüberläufe usw</del>..&lt;br clear=&quot;left&quot;/&gt;</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;">Branching points serve the purpose of dividing an inflow into two outflows according to a certain distribution specification. Branching points can be an intake structure </ins>in <ins style="font-weight: bold; text-decoration: none;">rivers for water supply or irrigation purposes</ins>,<ins style="font-weight: bold; text-decoration: none;">forks </ins>in <ins style="font-weight: bold; text-decoration: none;">a sewer system</ins>, <ins style="font-weight: bold; text-decoration: none;">diversions of a part of the inflow or outflow of a dam</ins>, <ins style="font-weight: bold; text-decoration: none;">storm-water overflows etc</ins>..&lt;br clear=&quot;left&quot;/&gt;</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;"><br/></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;"><br/></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;">Als Verteilungsvorschrift sind drei Ansätze möglich</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;">There are three possible approaches to define the distribution specification</ins>.</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;"><br/></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;"><br/></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;">==Schwellwertmodell (Option 1)==</del></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;"><br/></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;"><br/></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;">[[Bild:Theorie_Abb47b.gif|thumb|300px|Abbildung 47b: Abflussaufteilung nach Schwellwertkonzept]]</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;">==Threshold model (Option 1)==</ins></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;"><br/></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;"><br/></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;">Hierbei wird der zweite Ablauf erst ab einem kritischen Zufluss Q&lt;sub&gt;krit&lt;/sub&gt; beaufschlagt. Beim Schwellenwertmodell wird der 2. Ablauf (z.B. RÜ</del>: <del style="font-weight: bold; text-decoration: none;">Auslasskanal) erst ab einem kritischen Zufluss Q&lt;sub&gt;krit&lt;/sub&gt; beaufschlagt, bei dem der 1. Ablauf (z.B</del>. <del style="font-weight: bold; text-decoration: none;">RÜ</del>: <del style="font-weight: bold; text-decoration: none;">Drossel) bis zur Überlaufschwelle zurückstaut. Da in der Realität eine perfekte Aufteilung der Abflüsse nach Erreichen des Schwellwertes i.d.R. nicht möglich ist, kann zur besseren Erfassung der tatsächlichen Verhältnisse zusätzlich die Trennschärfe für das Bauwerk mit angegeben werden</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;">[[Bild</ins>:<ins style="font-weight: bold; text-decoration: none;">Theorie_Abb47b</ins>.<ins style="font-weight: bold; text-decoration: none;">gif|thumb|300px|Abbildung 47b</ins>: <ins style="font-weight: bold; text-decoration: none;">Outflow distribution using the threshold model approach</ins>.<ins style="font-weight: bold; text-decoration: none;">]]</ins></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;"><br/></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;"><br/></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;">Sie wird definiert als</del>: &lt;<del style="font-weight: bold; text-decoration: none;">math</del>&gt;<del style="font-weight: bold; text-decoration: none;">\mbox{Trennschaerfe} = \frac{Q_{ab}(Q_{zu}=5 \cdot Q_{krit})}{Q_{</del>krit<del style="font-weight: bold; text-decoration: none;">}}</del>&lt;/<del style="font-weight: bold; text-decoration: none;">math</del>&gt;</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;">According to the threshold model the second outflow (e.g. storm-water overflow</ins>: <ins style="font-weight: bold; text-decoration: none;">outlet pipe) is applied only after a critical inflow Q</ins>&lt;<ins style="font-weight: bold; text-decoration: none;">sub</ins>&gt;krit&lt;/<ins style="font-weight: bold; text-decoration: none;">sub</ins>&gt; <ins style="font-weight: bold; text-decoration: none;">has been reached, due to which the first outflow (e.g. storm-water overflow: throttle)backwater retention reaches the overflow crest. In reality a perfect distribution of the outflows after having reached the threshold value is usually not possible, therefore a selectivity can be specified for the structure to better represent real conditions. </ins></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;"><br/></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;"><br/></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;">[[Bild</del>:<del style="font-weight: bold; text-decoration: none;">Theorie_Abb47.gif|thumb|left|600px|Abbildung 47: Definition des Parameters Trennschärfe in BlueM]]</del>&lt;<del style="font-weight: bold; text-decoration: none;">br clear</del>=<del style="font-weight: bold; text-decoration: none;">&quot;all&quot;</del>/&gt;</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;">The selectivity is defined as</ins>: &lt;<ins style="font-weight: bold; text-decoration: none;">math&gt;\mbox{Trennschaerfe} </ins>= <ins style="font-weight: bold; text-decoration: none;">\frac{Q_{ab}(Q_{zu}=5 \cdot Q_{krit})}{Q_{krit}}&lt;</ins>/<ins style="font-weight: bold; text-decoration: none;">math</ins>&gt;</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;"><br/></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;"><br/></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;">=Prozentuale Aufteilung (Option 2)==</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;">[[Bild:Theorie_Abb47.gif|thumb|left|600px|Abbildung 47: Definition selectivity parameter in BlueM]]&lt;br clear</ins>=<ins style="font-weight: bold; text-decoration: none;">&quot;all&quot;/&gt;</ins></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;"><br/></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;"><br/></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;">Unabhängig vom Zufluss wird eine konstante Aufteilung in zwei Abläufe Q&lt;sub&gt;ab1&lt;/sub&gt; und Q&lt;sub&gt;ab2&lt;/sub&gt; gemäß einem bestimmten prozentualen Verhältnis vorgenommen. Auch hier besteht die Möglichkeit einer Veränderung der Aufteilung durch Skalierung.</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;">==Percentage distribution (Option 2)==</ins></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;"><br/></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;"><br/></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;">Kennlinie </del>(Option 3)==</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;">Independent of inflow a constant distribution into two outflows &lt;sub&gt;ab1&lt;/sub&gt; and Q&lt;sub&gt;ab2&lt;/sub&gt; according to a certain percentage ratio occurs. Here too, one has the option to influence the distribution through scaling.</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> </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> </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>==<ins style="font-weight: bold; text-decoration: none;">Characteristic curve </ins>(Option 3)==</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> </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><ins style="font-weight: bold; text-decoration: none;">A dependency between outflow Q&lt;sub&gt;ab1&lt;/sub&gt; and inflow, which was derived through hydraulic calculations or operating instructions, is utilized as a polygon course. The second outflow Q&lt;sub&gt;ab2&lt;/sub&gt; is calculated as the residual value of inflow - Q&lt;sub&gt;ab1&lt;/sub&gt;.</ins></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;"><br/></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;"><br/></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;">Eine aus hydraulischen Berechnungen oder aus Betriebsvorschriften resultierende Abhängigkeit zwischen dem Abfluss Q&lt;sub>ab1&lt;/sub> und dem Zufluss wird als Polygonzug benutzt. Der zweite Ablauf Q&lt;sub>ab2&lt;/sub> ermittelt sich als Restwert zwischen Zufluss – Q&lt;sub>ab1&lt;/sub>.</del></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;"><br/></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;"><br/></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>{{HierarchieFuss}}</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>{{HierarchieFuss}}</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;"><br/></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;"><br/></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>[[Kategorie:BlueM Theorie]]</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>[[Kategorie:BlueM Theorie]]</div></td></tr> </table> Mkissel https://wiki.bluemodel.org/index.php?title=Storm-water_overflows&diff=6709&oldid=prev Froehlich: moved Regenüberläufe to Regenüberläufe 2009-10-26T16:59:53Z <p>moved <a href="/index.php?title=Regen%C3%83%C2%BCberl%C3%83%C2%A4ufe&amp;action=edit&amp;redlink=1" class="new" title="Regenüberläufe (page does not exist)">Regenüberläufe</a> to <a href="/index.php/Regen%C3%BCberl%C3%A4ufe" class="mw-redirect" title="Regenüberläufe">Regenüberläufe</a></p> <table style="background-color: #fff; color: #202122;" data-mw="interface"> <tr class="diff-title" lang="en"> <td colspan="1" style="background-color: #fff; color: #202122; text-align: center;">← Older revision</td> <td colspan="1" style="background-color: #fff; color: #202122; text-align: center;">Revision as of 09:59, 26 October 2009</td> </tr><tr><td colspan="2" class="diff-notice" lang="en"><div class="mw-diff-empty">(No difference)</div> </td></tr></table> Froehlich https://wiki.bluemodel.org/index.php?title=Storm-water_overflows&diff=6118&oldid=prev Froehlich at 21:29, 27 March 2009 2009-03-27T21:29:45Z <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="en"> <td colspan="2" style="background-color: #fff; color: #202122; text-align: center;">← Older revision</td> <td colspan="2" style="background-color: #fff; color: #202122; text-align: center;">Revision as of 14:29, 27 March 2009</td> </tr><tr><td colspan="2" class="diff-lineno" id="mw-diff-left-l26">Line 26:</td> <td colspan="2" class="diff-lineno">Line 26:</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;"><br/></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;"><br/></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>{{HierarchieFuss}}</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>{{HierarchieFuss}}</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><ins style="font-weight: bold; text-decoration: none;"></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><ins style="font-weight: bold; text-decoration: none;">[[Kategorie:BlueM Theorie]]</ins></div></td></tr> </table> Froehlich https://wiki.bluemodel.org/index.php?title=Storm-water_overflows&diff=6116&oldid=prev Froehlich: hat „Regenüberläufe“ nach „Regenüberläufe“ verschoben 2009-03-27T21:29:16Z <p>hat „<a href="/index.php?title=Regen%C3%83%C2%BCberl%C3%83%C2%A4ufe&amp;action=edit&amp;redlink=1" class="new" title="Regenüberläufe (page does not exist)">Regenüberläufe</a>“ nach „<a href="/index.php/Regen%C3%BCberl%C3%A4ufe" class="mw-redirect" title="Regenüberläufe">Regenüberläufe</a>“ verschoben</p> <table style="background-color: #fff; color: #202122;" data-mw="interface"> <tr class="diff-title" lang="en"> <td colspan="1" style="background-color: #fff; color: #202122; text-align: center;">← Older revision</td> <td colspan="1" style="background-color: #fff; color: #202122; text-align: center;">Revision as of 14:29, 27 March 2009</td> </tr><tr><td colspan="2" class="diff-notice" lang="en"><div class="mw-diff-empty">(No difference)</div> </td></tr></table> Froehlich https://wiki.bluemodel.org/index.php?title=Storm-water_overflows&diff=5415&oldid=prev Heusch at 14:07, 4 August 2008 2008-08-04T14:07:52Z <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="en"> <td colspan="2" style="background-color: #fff; color: #202122; text-align: center;">← Older revision</td> <td colspan="2" style="background-color: #fff; color: #202122; text-align: center;">Revision as of 07:07, 4 August 2008</td> </tr><tr><td colspan="2" class="diff-lineno" id="mw-diff-left-l1">Line 1:</td> <td colspan="2" class="diff-lineno">Line 1:</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><ins style="font-weight: bold; text-decoration: none;">{{HierarchieKopf}}</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><ins style="font-weight: bold; text-decoration: none;"></ins></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>[[Bild:Verzweigung.gif|thumb|left|400px]]</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>[[Bild:Verzweigung.gif|thumb|left|400px]]</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;"><br/></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;"><br/></td></tr> <tr><td colspan="2" class="diff-lineno" id="mw-diff-left-l22">Line 22:</td> <td colspan="2" class="diff-lineno">Line 24:</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;"><br/></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;"><br/></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>Eine aus hydraulischen Berechnungen oder aus Betriebsvorschriften resultierende Abhängigkeit zwischen dem Abfluss Q&lt;sub&gt;ab1&lt;/sub&gt; und dem Zufluss wird als Polygonzug benutzt. Der zweite Ablauf Q&lt;sub&gt;ab2&lt;/sub&gt; ermittelt sich als Restwert zwischen Zufluss – Q&lt;sub&gt;ab1&lt;/sub&gt;.</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>Eine aus hydraulischen Berechnungen oder aus Betriebsvorschriften resultierende Abhängigkeit zwischen dem Abfluss Q&lt;sub&gt;ab1&lt;/sub&gt; und dem Zufluss wird als Polygonzug benutzt. Der zweite Ablauf Q&lt;sub&gt;ab2&lt;/sub&gt; ermittelt sich als Restwert zwischen Zufluss – Q&lt;sub&gt;ab1&lt;/sub&gt;.</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><ins style="font-weight: bold; text-decoration: none;"></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><ins style="font-weight: bold; text-decoration: none;">{{HierarchieFuss}}</ins></div></td></tr> </table> Heusch https://wiki.bluemodel.org/index.php?title=Storm-water_overflows&diff=5411&oldid=prev Heusch: Seite neu erstellt 2008-08-04T13:36:09Z <p>Seite neu erstellt</p> <p><b>New page</b></p><div>[[Bild:Verzweigung.gif|thumb|left|400px]]<br /> <br /> Aufteilungsbauwerke dienen dazu, einen Zufluss gemäß einer Verteilungsvorschrift in zwei Abflüsse aufzuteilen. Mögliche Formen sind Entnahmebauwerke aus Flüssen zu Versorgungs-oder Bewässerungszwecken, Verzweigungen in Überleitungen, Ableitungen im Zulauf oder Ablauf von Talsperren, Regenüberläufe usw..&lt;br clear=&quot;left&quot;/&gt;<br /> <br /> Als Verteilungsvorschrift sind drei Ansätze möglich.<br /> <br /> ==Schwellwertmodell (Option 1)==<br /> <br /> [[Bild:Theorie_Abb47b.gif|thumb|300px|Abbildung 47b: Abflussaufteilung nach Schwellwertkonzept]]<br /> <br /> Hierbei wird der zweite Ablauf erst ab einem kritischen Zufluss Q&lt;sub&gt;krit&lt;/sub&gt; beaufschlagt. Beim Schwellenwertmodell wird der 2. Ablauf (z.B. RÜ: Auslasskanal) erst ab einem kritischen Zufluss Q&lt;sub&gt;krit&lt;/sub&gt; beaufschlagt, bei dem der 1. Ablauf (z.B. RÜ: Drossel) bis zur Überlaufschwelle zurückstaut. Da in der Realität eine perfekte Aufteilung der Abflüsse nach Erreichen des Schwellwertes i.d.R. nicht möglich ist, kann zur besseren Erfassung der tatsächlichen Verhältnisse zusätzlich die Trennschärfe für das Bauwerk mit angegeben werden.<br /> <br /> Sie wird definiert als: &lt;math&gt;\mbox{Trennschaerfe} = \frac{Q_{ab}(Q_{zu}=5 \cdot Q_{krit})}{Q_{krit}}&lt;/math&gt;<br /> <br /> [[Bild:Theorie_Abb47.gif|thumb|left|600px|Abbildung 47: Definition des Parameters Trennschärfe in BlueM]]&lt;br clear=&quot;all&quot;/&gt;<br /> <br /> ==Prozentuale Aufteilung (Option 2)==<br /> <br /> Unabhängig vom Zufluss wird eine konstante Aufteilung in zwei Abläufe Q&lt;sub&gt;ab1&lt;/sub&gt; und Q&lt;sub&gt;ab2&lt;/sub&gt; gemäß einem bestimmten prozentualen Verhältnis vorgenommen. Auch hier besteht die Möglichkeit einer Veränderung der Aufteilung durch Skalierung.<br /> <br /> ==Kennlinie (Option 3)==<br /> <br /> Eine aus hydraulischen Berechnungen oder aus Betriebsvorschriften resultierende Abhängigkeit zwischen dem Abfluss Q&lt;sub&gt;ab1&lt;/sub&gt; und dem Zufluss wird als Polygonzug benutzt. Der zweite Ablauf Q&lt;sub&gt;ab2&lt;/sub&gt; ermittelt sich als Restwert zwischen Zufluss – Q&lt;sub&gt;ab1&lt;/sub&gt;.</div> Heusch