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	<title>Translations:Berechnungsschema von Speichern/1/en - Versionsgeschichte</title>
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		<id>https://www.talsim.de/docs/index.php?title=Translations:Berechnungsschema_von_Speichern/1/en&amp;diff=8809&amp;oldid=prev</id>
		<title>Froehlich am 26. November 2020 um 15:39 Uhr</title>
		<link rel="alternate" type="text/html" href="https://www.talsim.de/docs/index.php?title=Translations:Berechnungsschema_von_Speichern/1/en&amp;diff=8809&amp;oldid=prev"/>
		<updated>2020-11-26T15:39:36Z</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 26. November 2020, 17:39 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;[[Datei:Bereichsweise_linearisierte_Entnahmefunktion.png|thumb|&lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;Piecewise &lt;/del&gt;linearized &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;release &lt;/del&gt;function]]The simulation of storage elements is carried out with a newly developed module for the calculation of storage elements whose process functions are linear inbetween nodes. This module is based on the approach of Ostrowski (1992)&amp;lt;ref name=&amp;quot;Ostrowski_1992&amp;quot;&amp;gt;&amp;#039;&amp;#039;&amp;#039;Ostrowski, M.&amp;#039;&amp;#039;&amp;#039; (1992): A universal module for the simulation of hydrological processes, water and soil, issue 11&amp;lt;/ref&amp;gt; and is described in detail in Mehler (2000)&amp;lt;ref name=&amp;quot;Mehler_2000&amp;quot;&amp;gt;&amp;#039;&amp;#039;&amp;#039;Mehler, R. &amp;#039;&amp;#039;&amp;#039; (2000): Mischwasserbehandlung - Verfahren und Modellierung, Mitteilungen des Instituts für Wasserbau und Wasserwirtschaft der TU Darmstadt, Heft 113&amp;lt;/ref&amp;gt;. It allows for the simultaneous solving of the continuity equation for multiple processes without complex iterations and is briefly explained below.&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;[[Datei:Bereichsweise_linearisierte_Entnahmefunktion.png|thumb|&lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;Piecewisely &lt;/ins&gt;linearized &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;outflow &lt;/ins&gt;function]]The simulation of storage elements is carried out with a newly developed module for the calculation of storage elements whose process functions are linear inbetween nodes. This module is based on the approach of Ostrowski (1992)&amp;lt;ref name=&amp;quot;Ostrowski_1992&amp;quot;&amp;gt;&amp;#039;&amp;#039;&amp;#039;Ostrowski, M.&amp;#039;&amp;#039;&amp;#039; (1992): A universal module for the simulation of hydrological processes, water and soil, issue 11&amp;lt;/ref&amp;gt; and is described in detail in Mehler (2000)&amp;lt;ref name=&amp;quot;Mehler_2000&amp;quot;&amp;gt;&amp;#039;&amp;#039;&amp;#039;Mehler, R. &amp;#039;&amp;#039;&amp;#039; (2000): Mischwasserbehandlung - Verfahren und Modellierung, Mitteilungen des Instituts für Wasserbau und Wasserwirtschaft der TU Darmstadt, Heft 113&amp;lt;/ref&amp;gt;. It allows for the simultaneous solving of the continuity equation for multiple processes without complex iterations and is briefly explained below.&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;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;&quot;&gt;&lt;div&gt;For a storage element whose storage volume depends on several inflow and outflow processes, the continuity equation can be represented as follows:&lt;/div&gt;&lt;/td&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;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;&quot;&gt;&lt;div&gt;For a storage element whose storage volume depends on several inflow and outflow processes, the continuity equation can be represented as follows:&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;/table&gt;</summary>
		<author><name>Froehlich</name></author>
	</entry>
	<entry>
		<id>https://www.talsim.de/docs/index.php?title=Translations:Berechnungsschema_von_Speichern/1/en&amp;diff=8789&amp;oldid=prev</id>
		<title>Froehlich am 26. November 2020 um 15:23 Uhr</title>
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		<updated>2020-11-26T15:23:37Z</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 26. November 2020, 17:23 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;[[Datei:Bereichsweise_linearisierte_Entnahmefunktion.png|thumb|Piecewise linearized release function]]The simulation of &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;reservoirs &lt;/del&gt;is carried out with a newly developed module for the calculation of &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;reservoirs, &lt;/del&gt;whose process functions are linear inbetween nodes. This module is based on the approach of Ostrowski (1992)&amp;lt;ref name=&amp;quot;Ostrowski_1992&amp;quot;&amp;gt;&amp;#039;&amp;#039;&amp;#039;Ostrowski, M.&amp;#039;&amp;#039;&amp;#039; (1992): A universal module for the simulation of hydrological processes, water and soil, issue 11&amp;lt;/ref&amp;gt; and is described in detail in Mehler (2000)&amp;lt;ref name=&amp;quot;Mehler_2000&amp;quot;&amp;gt;&amp;#039;&amp;#039;&amp;#039;Mehler, R. &amp;#039;&amp;#039;&amp;#039; (2000): Mischwasserbehandlung - Verfahren und Modellierung, Mitteilungen des Instituts für Wasserbau und Wasserwirtschaft der TU Darmstadt, Heft 113&amp;lt;/ref&amp;gt;. It allows for the simultaneous solving of the continuity equation for multiple processes without complex iterations and is briefly explained below.&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;[[Datei:Bereichsweise_linearisierte_Entnahmefunktion.png|thumb|Piecewise linearized release function]]The simulation of &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;storage elements &lt;/ins&gt;is carried out with a newly developed module for the calculation of &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;storage elements &lt;/ins&gt;whose process functions are linear inbetween nodes. This module is based on the approach of Ostrowski (1992)&amp;lt;ref name=&amp;quot;Ostrowski_1992&amp;quot;&amp;gt;&amp;#039;&amp;#039;&amp;#039;Ostrowski, M.&amp;#039;&amp;#039;&amp;#039; (1992): A universal module for the simulation of hydrological processes, water and soil, issue 11&amp;lt;/ref&amp;gt; and is described in detail in Mehler (2000)&amp;lt;ref name=&amp;quot;Mehler_2000&amp;quot;&amp;gt;&amp;#039;&amp;#039;&amp;#039;Mehler, R. &amp;#039;&amp;#039;&amp;#039; (2000): Mischwasserbehandlung - Verfahren und Modellierung, Mitteilungen des Instituts für Wasserbau und Wasserwirtschaft der TU Darmstadt, Heft 113&amp;lt;/ref&amp;gt;. It allows for the simultaneous solving of the continuity equation for multiple processes without complex iterations and is briefly explained below.&lt;/div&gt;&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;For a &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;reservoir &lt;/del&gt;whose storage volume depends on several inflow and outflow processes, the continuity equation can be represented as follows:&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;For a &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;storage element &lt;/ins&gt;whose storage volume depends on several inflow and outflow processes, the continuity equation can be represented as follows:&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;/table&gt;</summary>
		<author><name>Froehlich</name></author>
	</entry>
	<entry>
		<id>https://www.talsim.de/docs/index.php?title=Translations:Berechnungsschema_von_Speichern/1/en&amp;diff=8709&amp;oldid=prev</id>
		<title>Froehlich am 26. November 2020 um 14:53 Uhr</title>
		<link rel="alternate" type="text/html" href="https://www.talsim.de/docs/index.php?title=Translations:Berechnungsschema_von_Speichern/1/en&amp;diff=8709&amp;oldid=prev"/>
		<updated>2020-11-26T14:53:45Z</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 26. November 2020, 16:53 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;[[Datei:Bereichsweise_linearisierte_Entnahmefunktion.png|thumb|&lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;Areawise &lt;/del&gt;linearized &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;withdrawal &lt;/del&gt;function]]The simulation of reservoirs is carried out with a newly developed module for the calculation of &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;storages&lt;/del&gt;, whose process functions are &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;to be represented linearly in certain areas&lt;/del&gt;. &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;The &lt;/del&gt;module is &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;a further development of &lt;/del&gt;the approach of Ostrowski (1992)&amp;lt;ref name=&amp;quot;Ostrowski_1992&amp;quot;&amp;gt;&amp;#039;&amp;#039;&amp;#039;Ostrowski, M.&amp;#039;&amp;#039;&amp;#039; (1992): A universal module for the simulation of hydrological processes, water and soil, issue 11&amp;lt;/ref&amp;gt; and is described in detail in Mehler (2000)&amp;lt;ref name=&amp;quot;Mehler_2000&amp;quot;&amp;gt;&amp;#039;&amp;#039;&amp;#039;Mehler, R. &amp;#039;&amp;#039;&amp;#039; (2000): Mischwasserbehandlung - Verfahren und Modellierung, Mitteilungen des Instituts für Wasserbau und Wasserwirtschaft der TU Darmstadt, Heft 113&amp;lt;/ref&amp;gt;. It allows the simultaneous &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;solution &lt;/del&gt;of the continuity equation for &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;several &lt;/del&gt;processes without complex iterations and is briefly explained below.&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;[[Datei:Bereichsweise_linearisierte_Entnahmefunktion.png|thumb|&lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;Piecewise &lt;/ins&gt;linearized &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;release &lt;/ins&gt;function]]The simulation of reservoirs is carried out with a newly developed module for the calculation of &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;reservoirs&lt;/ins&gt;, whose process functions are &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;linear inbetween nodes&lt;/ins&gt;. &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;This &lt;/ins&gt;module is &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;based on &lt;/ins&gt;the approach of Ostrowski (1992)&amp;lt;ref name=&amp;quot;Ostrowski_1992&amp;quot;&amp;gt;&amp;#039;&amp;#039;&amp;#039;Ostrowski, M.&amp;#039;&amp;#039;&amp;#039; (1992): A universal module for the simulation of hydrological processes, water and soil, issue 11&amp;lt;/ref&amp;gt; and is described in detail in Mehler (2000)&amp;lt;ref name=&amp;quot;Mehler_2000&amp;quot;&amp;gt;&amp;#039;&amp;#039;&amp;#039;Mehler, R. &amp;#039;&amp;#039;&amp;#039; (2000): Mischwasserbehandlung - Verfahren und Modellierung, Mitteilungen des Instituts für Wasserbau und Wasserwirtschaft der TU Darmstadt, Heft 113&amp;lt;/ref&amp;gt;. It allows &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;for &lt;/ins&gt;the simultaneous &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;solving &lt;/ins&gt;of the continuity equation for &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;multiple &lt;/ins&gt;processes without complex iterations and is briefly explained below.&lt;/div&gt;&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;For a reservoir whose &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;content &lt;/del&gt;depends on several inflow &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;or &lt;/del&gt;outflow processes, the continuity equation can be represented as follows:&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;For a reservoir whose &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;storage volume &lt;/ins&gt;depends on several inflow &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;and &lt;/ins&gt;outflow processes, the continuity equation can be represented as follows:&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;/table&gt;</summary>
		<author><name>Froehlich</name></author>
	</entry>
	<entry>
		<id>https://www.talsim.de/docs/index.php?title=Translations:Berechnungsschema_von_Speichern/1/en&amp;diff=7385&amp;oldid=prev</id>
		<title>Ferrao am 17. November 2020 um 15:04 Uhr</title>
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		<updated>2020-11-17T15:04:10Z</updated>

		<summary type="html">&lt;p&gt;&lt;/p&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 17. November 2020, 17:04 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;[[Datei:Bereichsweise_linearisierte_Entnahmefunktion.png|thumb|Areawise linearized withdrawal function]]The simulation of reservoirs is carried out with a newly developed module for the calculation of &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;reservoirs&lt;/del&gt;, whose process functions are to be represented linearly in certain areas. The module is a further development of the approach of Ostrowski (1992)&amp;lt;ref name=&amp;quot;Ostrowski_1992&amp;quot;&amp;gt;&amp;#039;&amp;#039;&amp;#039;Ostrowski, M.&amp;#039;&amp;#039;&amp;#039; (1992): A universal module for the simulation of hydrological processes, water and soil, issue 11&amp;lt;/ref&amp;gt; and is described in detail in Mehler (2000)&amp;lt;ref name=&amp;quot;Mehler_2000&amp;quot;&amp;gt;&amp;#039;&amp;#039;&amp;#039;Mehler, R. &amp;#039;&amp;#039;&amp;#039; (2000): Mischwasserbehandlung - Verfahren und Modellierung, Mitteilungen des Instituts für Wasserbau und Wasserwirtschaft der TU Darmstadt, Heft 113&amp;lt;/ref&amp;gt;. It allows the simultaneous solution of the continuity equation for several processes without complex iterations and is briefly explained below.&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;[[Datei:Bereichsweise_linearisierte_Entnahmefunktion.png|thumb|Areawise linearized withdrawal function]]The simulation of reservoirs is carried out with a newly developed module for the calculation of &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;storages&lt;/ins&gt;, whose process functions are to be represented linearly in certain areas. The module is a further development of the approach of Ostrowski (1992)&amp;lt;ref name=&amp;quot;Ostrowski_1992&amp;quot;&amp;gt;&amp;#039;&amp;#039;&amp;#039;Ostrowski, M.&amp;#039;&amp;#039;&amp;#039; (1992): A universal module for the simulation of hydrological processes, water and soil, issue 11&amp;lt;/ref&amp;gt; and is described in detail in Mehler (2000)&amp;lt;ref name=&amp;quot;Mehler_2000&amp;quot;&amp;gt;&amp;#039;&amp;#039;&amp;#039;Mehler, R. &amp;#039;&amp;#039;&amp;#039; (2000): Mischwasserbehandlung - Verfahren und Modellierung, Mitteilungen des Instituts für Wasserbau und Wasserwirtschaft der TU Darmstadt, Heft 113&amp;lt;/ref&amp;gt;. It allows the simultaneous solution of the continuity equation for several processes without complex iterations and is briefly explained below.&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;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;&quot;&gt;&lt;div&gt;For a reservoir whose content depends on several inflow or outflow processes, the continuity equation can be represented as follows:&lt;/div&gt;&lt;/td&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;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;&quot;&gt;&lt;div&gt;For a reservoir whose content depends on several inflow or outflow processes, the continuity equation can be represented as follows:&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;/table&gt;</summary>
		<author><name>Ferrao</name></author>
	</entry>
	<entry>
		<id>https://www.talsim.de/docs/index.php?title=Translations:Berechnungsschema_von_Speichern/1/en&amp;diff=7354&amp;oldid=prev</id>
		<title>Ferrao: Die Seite wurde neu angelegt: „Areawise linearized withdrawal functionThe simulation of reservoirs is carried out with a newl…“</title>
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		<updated>2020-11-17T14:28:08Z</updated>

		<summary type="html">&lt;p&gt;Die Seite wurde neu angelegt: „&lt;a href=&quot;/docs/index.php?title=Datei:Bereichsweise_linearisierte_Entnahmefunktion.png&quot; title=&quot;Datei:Bereichsweise linearisierte Entnahmefunktion.png&quot;&gt;thumb|Areawise linearized withdrawal function&lt;/a&gt;The simulation of reservoirs is carried out with a newl…“&lt;/p&gt;
&lt;p&gt;&lt;b&gt;Neue Seite&lt;/b&gt;&lt;/p&gt;&lt;div&gt;[[Datei:Bereichsweise_linearisierte_Entnahmefunktion.png|thumb|Areawise linearized withdrawal function]]The simulation of reservoirs is carried out with a newly developed module for the calculation of reservoirs, whose process functions are to be represented linearly in certain areas. The module is a further development of the approach of Ostrowski (1992)&amp;lt;ref name=&amp;quot;Ostrowski_1992&amp;quot;&amp;gt;&amp;#039;&amp;#039;&amp;#039;Ostrowski, M.&amp;#039;&amp;#039;&amp;#039; (1992): A universal module for the simulation of hydrological processes, water and soil, issue 11&amp;lt;/ref&amp;gt; and is described in detail in Mehler (2000)&amp;lt;ref name=&amp;quot;Mehler_2000&amp;quot;&amp;gt;&amp;#039;&amp;#039;&amp;#039;Mehler, R. &amp;#039;&amp;#039;&amp;#039; (2000): Mischwasserbehandlung - Verfahren und Modellierung, Mitteilungen des Instituts für Wasserbau und Wasserwirtschaft der TU Darmstadt, Heft 113&amp;lt;/ref&amp;gt;. It allows the simultaneous solution of the continuity equation for several processes without complex iterations and is briefly explained below.&lt;br /&gt;
For a reservoir whose content depends on several inflow or outflow processes, the continuity equation can be represented as follows:&lt;/div&gt;</summary>
		<author><name>Ferrao</name></author>
	</entry>
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