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	<title>Translations:Berechnungsschema/ Implementierung der Betriebsregeln/3/en - Versionsgeschichte</title>
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	<updated>2026-04-11T02:43:35Z</updated>
	<subtitle>Versionsgeschichte dieser Seite in TALSIM Docs</subtitle>
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	<entry>
		<id>https://www.talsim.de/docs/index.php?title=Translations:Berechnungsschema/_Implementierung_der_Betriebsregeln/3/en&amp;diff=12824&amp;oldid=prev</id>
		<title>Haghani am 30. August 2021 um 09:23 Uhr</title>
		<link rel="alternate" type="text/html" href="https://www.talsim.de/docs/index.php?title=Translations:Berechnungsschema/_Implementierung_der_Betriebsregeln/3/en&amp;diff=12824&amp;oldid=prev"/>
		<updated>2021-08-30T09:23:56Z</updated>

		<summary type="html">&lt;p&gt;&lt;/p&gt;
&lt;table style=&quot;background-color: #fff; color: #202122;&quot; data-mw=&quot;interface&quot;&gt;
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				&lt;td colspan=&quot;2&quot; style=&quot;background-color: #fff; color: #202122; text-align: center;&quot;&gt;← Nächstältere Version&lt;/td&gt;
				&lt;td colspan=&quot;2&quot; style=&quot;background-color: #fff; color: #202122; text-align: center;&quot;&gt;Version vom 30. August 2021, 11:23 Uhr&lt;/td&gt;
				&lt;/tr&gt;&lt;tr&gt;&lt;td colspan=&quot;2&quot; class=&quot;diff-lineno&quot; id=&quot;mw-diff-left-l1&quot;&gt;Zeile 1:&lt;/td&gt;
&lt;td colspan=&quot;2&quot; class=&quot;diff-lineno&quot;&gt;Zeile 1:&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class=&quot;diff-marker&quot; data-marker=&quot;−&quot;&gt;&lt;/td&gt;&lt;td style=&quot;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;&quot;&gt;&lt;div&gt;The previously given order of principles already indicates a useful structure for the mathematical formulation. The storage volume poses the most essential dependency. In system hydrology, this type of dependency is known as a linear single &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;reservoir &lt;/del&gt;and can be thoroughly solved. Its principle is based on the assumption that the discharge is always proportional to the amount of water present in the &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;reservoir &lt;/del&gt;(storage volume). The proportionality factor k is referred to as the &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;reservoir &lt;/del&gt;constant. Taking into account the continuity equation and the &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;reservoir &lt;/del&gt;constant gives the differential equation of the linear single &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;reservoir&lt;/del&gt;. However, the &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;reservoir &lt;/del&gt;equation is inapplicable to storage systems influenced by controls and operation rules. In this case, the discharges are not proportional to the storage volume, and therefore, an extension of the equation to any number of discharges is necessary.&lt;/div&gt;&lt;/td&gt;&lt;td class=&quot;diff-marker&quot; data-marker=&quot;+&quot;&gt;&lt;/td&gt;&lt;td style=&quot;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;&quot;&gt;&lt;div&gt;The previously given order of principles already indicates a useful structure for the mathematical formulation. The storage volume poses the most essential dependency. In system hydrology, this type of dependency is known as a linear single &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;stroage &lt;/ins&gt;and can be thoroughly solved. Its principle is based on the assumption that the discharge is always proportional to the amount of water present in the &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;storage &lt;/ins&gt;(storage volume). The proportionality factor k is referred to as the &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;storage &lt;/ins&gt;constant. Taking into account the continuity equation and the &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;storage &lt;/ins&gt;constant gives the differential equation of the linear single &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;storage&lt;/ins&gt;. However, the &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;storage &lt;/ins&gt;equation is inapplicable to storage systems influenced by controls and operation rules. In this case, the discharges are not proportional to the storage volume, and therefore, an extension of the equation to any number of discharges is necessary.&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;/table&gt;</summary>
		<author><name>Haghani</name></author>
	</entry>
	<entry>
		<id>https://www.talsim.de/docs/index.php?title=Translations:Berechnungsschema/_Implementierung_der_Betriebsregeln/3/en&amp;diff=11915&amp;oldid=prev</id>
		<title>T.Schnellbach am 16. März 2021 um 08:21 Uhr</title>
		<link rel="alternate" type="text/html" href="https://www.talsim.de/docs/index.php?title=Translations:Berechnungsschema/_Implementierung_der_Betriebsregeln/3/en&amp;diff=11915&amp;oldid=prev"/>
		<updated>2021-03-16T08:21:45Z</updated>

		<summary type="html">&lt;p&gt;&lt;/p&gt;
&lt;table style=&quot;background-color: #fff; color: #202122;&quot; data-mw=&quot;interface&quot;&gt;
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				&lt;td colspan=&quot;2&quot; style=&quot;background-color: #fff; color: #202122; text-align: center;&quot;&gt;← Nächstältere Version&lt;/td&gt;
				&lt;td colspan=&quot;2&quot; style=&quot;background-color: #fff; color: #202122; text-align: center;&quot;&gt;Version vom 16. März 2021, 10:21 Uhr&lt;/td&gt;
				&lt;/tr&gt;&lt;tr&gt;&lt;td colspan=&quot;2&quot; class=&quot;diff-lineno&quot; id=&quot;mw-diff-left-l1&quot;&gt;Zeile 1:&lt;/td&gt;
&lt;td colspan=&quot;2&quot; class=&quot;diff-lineno&quot;&gt;Zeile 1:&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class=&quot;diff-marker&quot; data-marker=&quot;−&quot;&gt;&lt;/td&gt;&lt;td style=&quot;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;&quot;&gt;&lt;div&gt;The previously given order of &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;the &lt;/del&gt;principles already &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;gives &lt;/del&gt;a structure &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;usable &lt;/del&gt;for the mathematical formulation. The &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;main dependency is given by the &lt;/del&gt;storage volume. In system hydrology, this &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;kind &lt;/del&gt;of dependency is known as a linear single reservoir and can &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;thus &lt;/del&gt;be solved &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;to completion&lt;/del&gt;. Its principle is based on the assumption that the discharge is always proportional to the amount of water present in the reservoir (storage volume). The proportionality factor k is &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;called &lt;/del&gt;the reservoir constant. Taking into account the continuity equation and the reservoir constant&lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;, &lt;/del&gt;the differential equation of the linear single reservoir &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;is given&lt;/del&gt;. However, the reservoir equation is &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;unsuitable for the actual application &lt;/del&gt;to storage systems influenced by controls and operation rules. In this case, the discharges are not proportional to the storage volume, and therefore the equation &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;would have to be extended &lt;/del&gt;to any number of discharges.&lt;/div&gt;&lt;/td&gt;&lt;td class=&quot;diff-marker&quot; data-marker=&quot;+&quot;&gt;&lt;/td&gt;&lt;td style=&quot;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;&quot;&gt;&lt;div&gt;The previously given order of principles already &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;indicates &lt;/ins&gt;a &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;useful &lt;/ins&gt;structure for the mathematical formulation. The storage volume &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;poses the most essential dependency&lt;/ins&gt;. In system hydrology, this &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;type &lt;/ins&gt;of dependency is known as a linear single reservoir and can be &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;thoroughly &lt;/ins&gt;solved. Its principle is based on the assumption that the discharge is always proportional to the amount of water present in the reservoir (storage volume). The proportionality factor k is &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;referred to as &lt;/ins&gt;the reservoir constant. Taking into account the continuity equation and the reservoir constant &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;gives &lt;/ins&gt;the differential equation of the linear single reservoir. However, the reservoir equation is &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;inapplicable &lt;/ins&gt;to storage systems influenced by controls and operation rules. In this case, the discharges are not proportional to the storage volume, and therefore&lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;, an extension of &lt;/ins&gt;the equation to any number of discharges &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;is necessary&lt;/ins&gt;.&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;/table&gt;</summary>
		<author><name>T.Schnellbach</name></author>
	</entry>
	<entry>
		<id>https://www.talsim.de/docs/index.php?title=Translations:Berechnungsschema/_Implementierung_der_Betriebsregeln/3/en&amp;diff=11869&amp;oldid=prev</id>
		<title>T.Schnellbach am 3. März 2021 um 13:55 Uhr</title>
		<link rel="alternate" type="text/html" href="https://www.talsim.de/docs/index.php?title=Translations:Berechnungsschema/_Implementierung_der_Betriebsregeln/3/en&amp;diff=11869&amp;oldid=prev"/>
		<updated>2021-03-03T13:55:00Z</updated>

		<summary type="html">&lt;p&gt;&lt;/p&gt;
&lt;table style=&quot;background-color: #fff; color: #202122;&quot; data-mw=&quot;interface&quot;&gt;
				&lt;col class=&quot;diff-marker&quot; /&gt;
				&lt;col class=&quot;diff-content&quot; /&gt;
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				&lt;td colspan=&quot;2&quot; style=&quot;background-color: #fff; color: #202122; text-align: center;&quot;&gt;← Nächstältere Version&lt;/td&gt;
				&lt;td colspan=&quot;2&quot; style=&quot;background-color: #fff; color: #202122; text-align: center;&quot;&gt;Version vom 3. März 2021, 15:55 Uhr&lt;/td&gt;
				&lt;/tr&gt;&lt;tr&gt;&lt;td colspan=&quot;2&quot; class=&quot;diff-lineno&quot; id=&quot;mw-diff-left-l1&quot;&gt;Zeile 1:&lt;/td&gt;
&lt;td colspan=&quot;2&quot; class=&quot;diff-lineno&quot;&gt;Zeile 1:&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class=&quot;diff-marker&quot; data-marker=&quot;−&quot;&gt;&lt;/td&gt;&lt;td style=&quot;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;&quot;&gt;&lt;div&gt;The order of the &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;regularities given before &lt;/del&gt;already gives a structure &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;which is also &lt;/del&gt;usable for &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;mathematics&lt;/del&gt;. The &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;central dependence &lt;/del&gt;is given by the storage &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;content&lt;/del&gt;. In system hydrology, &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;such a form &lt;/del&gt;of &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;dependence &lt;/del&gt;is known &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;by the &lt;/del&gt;linear single reservoir and can be solved &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;in a closed way&lt;/del&gt;. Its principle is based on the assumption that the discharge is always proportional to the amount of water present in &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;it &lt;/del&gt;(&lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;reservoir content&lt;/del&gt;). The proportionality factor k is called the &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;storage &lt;/del&gt;constant. &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;Together with &lt;/del&gt;the continuity equation, &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;this gives &lt;/del&gt;the differential equation of the single&lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;-linear &lt;/del&gt;reservoir. &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;This form of &lt;/del&gt;the &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;storage &lt;/del&gt;equation is unsuitable for actual application to &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;control-influenced &lt;/del&gt;storage systems. &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;On the one hand&lt;/del&gt;, the discharges are &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;normally &lt;/del&gt;not proportional to the storage &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;content, on the other hand&lt;/del&gt;, the equation &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;must &lt;/del&gt;be extended to any number of discharges.&lt;/div&gt;&lt;/td&gt;&lt;td class=&quot;diff-marker&quot; data-marker=&quot;+&quot;&gt;&lt;/td&gt;&lt;td style=&quot;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;&quot;&gt;&lt;div&gt;The &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;previously given &lt;/ins&gt;order of the &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;principles &lt;/ins&gt;already gives a structure usable for &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;the mathematical formulation&lt;/ins&gt;. The &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;main dependency &lt;/ins&gt;is given by the storage &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;volume&lt;/ins&gt;. In system hydrology, &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;this kind &lt;/ins&gt;of &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;dependency &lt;/ins&gt;is known &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;as a &lt;/ins&gt;linear single reservoir and can &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;thus &lt;/ins&gt;be solved &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;to completion&lt;/ins&gt;. Its principle is based on the assumption that the discharge is always proportional to the amount of water present in &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;the reservoir &lt;/ins&gt;(&lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;storage volume&lt;/ins&gt;). The proportionality factor k is called the &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;reservoir &lt;/ins&gt;constant. &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;Taking into account &lt;/ins&gt;the continuity equation &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;and the reservoir constant&lt;/ins&gt;, the differential equation of the &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;linear &lt;/ins&gt;single reservoir &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;is given&lt;/ins&gt;. &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;However, &lt;/ins&gt;the &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;reservoir &lt;/ins&gt;equation is unsuitable for &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;the &lt;/ins&gt;actual application to storage systems &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;influenced by controls and operation rules&lt;/ins&gt;. &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;In this case&lt;/ins&gt;, the discharges are not proportional to the storage &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;volume&lt;/ins&gt;, &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;and therefore &lt;/ins&gt;the equation &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;would have to &lt;/ins&gt;be extended to any number of discharges.&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;/table&gt;</summary>
		<author><name>T.Schnellbach</name></author>
	</entry>
	<entry>
		<id>https://www.talsim.de/docs/index.php?title=Translations:Berechnungsschema/_Implementierung_der_Betriebsregeln/3/en&amp;diff=10576&amp;oldid=prev</id>
		<title>Ferrao: Die Seite wurde neu angelegt: „The order of the regularities given before already gives a structure which is also usable for mathematics. The central dependence is given by the storage conte…“</title>
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		<updated>2021-01-21T16:08:12Z</updated>

		<summary type="html">&lt;p&gt;Die Seite wurde neu angelegt: „The order of the regularities given before already gives a structure which is also usable for mathematics. The central dependence is given by the storage conte…“&lt;/p&gt;
&lt;p&gt;&lt;b&gt;Neue Seite&lt;/b&gt;&lt;/p&gt;&lt;div&gt;The order of the regularities given before already gives a structure which is also usable for mathematics. The central dependence is given by the storage content. In system hydrology, such a form of dependence is known by the linear single reservoir and can be solved in a closed way. Its principle is based on the assumption that the discharge is always proportional to the amount of water present in it (reservoir content). The proportionality factor k is called the storage constant. Together with the continuity equation, this gives the differential equation of the single-linear reservoir. This form of the storage equation is unsuitable for actual application to control-influenced storage systems. On the one hand, the discharges are normally not proportional to the storage content, on the other hand, the equation must be extended to any number of discharges.&lt;/div&gt;</summary>
		<author><name>Ferrao</name></author>
	</entry>
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