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	<title>Translations:Betriebsregeltypen/32/en - Versionsgeschichte</title>
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	<entry>
		<id>https://www.talsim.de/docs/index.php?title=Translations:Betriebsregeltypen/32/en&amp;diff=12911&amp;oldid=prev</id>
		<title>Haghani am 30. August 2021 um 10:25 Uhr</title>
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		<updated>2021-08-30T10:25:32Z</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;
				&lt;col class=&quot;diff-marker&quot; /&gt;
				&lt;col class=&quot;diff-content&quot; /&gt;
				&lt;tr class=&quot;diff-title&quot; lang=&quot;de&quot;&gt;
				&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, 12:25 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;&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;* Dependency:  &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;* Dependency:  &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;:In this case, the current discharge is determined by conditions downstream of a &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;reservoir&lt;/del&gt;. At a cross-section of a water resources system, the so-called &amp;#039;&amp;#039;control point&amp;#039;&amp;#039;, where the flow is dependent on the discharge from the upstream &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;reservoir&lt;/del&gt;, a minimum flow is defined. The flow at the control point is composed of the discharge from upstream &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;reservoirs &lt;/del&gt;and the lateral inflows between the &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;reservoirs &lt;/del&gt;and the control point. If the current flow remains below the set minimum, an additional discharge from upstream &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;reservoirs &lt;/del&gt;is necessary. The volume of the additional discharge depends on the difference between the previously defined target flow and the actual flow. Whether the required discharge can be fully provided from the &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;reservoir &lt;/del&gt;depends on the currently available stored volumes in the &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;reservoir&lt;/del&gt;. The lower the level, the less favorable it is to provide additional water. In this context, the increase of low water/coverage of demand behaves completely identical to the drinking or service water withdrawal, with only the triggering factor differing. As mentioned before, a storage-dependent function is scaled by a factor, but this factor is now derived from a comparison between set values and current 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;:In this case, the current discharge is determined by conditions downstream of a &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;storage&lt;/ins&gt;. At a cross-section of a water resources system, the so-called &amp;#039;&amp;#039;control point&amp;#039;&amp;#039;, where the flow is dependent on the discharge from the upstream &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;storage&lt;/ins&gt;, a minimum flow is defined. The flow at the control point is composed of the discharge from upstream &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;storages &lt;/ins&gt;and the lateral inflows between the &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;storages &lt;/ins&gt;and the control point. If the current flow remains below the set minimum, an additional discharge from upstream &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;storages &lt;/ins&gt;is necessary. The volume of the additional discharge depends on the difference between the previously defined target flow and the actual flow. Whether the required discharge can be fully provided from the &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;storage &lt;/ins&gt;depends on the currently available stored volumes in the &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;storage&lt;/ins&gt;. The lower the level, the less favorable it is to provide additional water. In this context, the increase of low water/coverage of demand behaves completely identical to the drinking or service water withdrawal, with only the triggering factor differing. As mentioned before, a storage-dependent function is scaled by a factor, but this factor is now derived from a comparison between set values and current discharges.&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:Betriebsregeltypen/32/en&amp;diff=12555&amp;oldid=prev</id>
		<title>T.Schnellbach am 31. März 2021 um 07:09 Uhr</title>
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		<updated>2021-03-31T07:09:19Z</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;
				&lt;col class=&quot;diff-marker&quot; /&gt;
				&lt;col class=&quot;diff-content&quot; /&gt;
				&lt;tr class=&quot;diff-title&quot; lang=&quot;de&quot;&gt;
				&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 31. März 2021, 09:09 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;&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;* Dependency:  &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;* Dependency:  &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;:In this case, the current discharge is determined by conditions downstream of a reservoir. At a cross-section of a water resources system, the so-called &amp;#039;&amp;#039;control point&amp;#039;&amp;#039;, where the flow is dependent on the discharge from the upstream reservoir, a minimum flow is defined. The flow at the control point is composed of the discharge from reservoirs and the lateral inflows between the &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;reservoir &lt;/del&gt;and the control point. If the current flow remains below the set minimum, an additional discharge from upstream reservoirs is necessary. The volume of the additional discharge depends on the difference between the previously defined target flow and the actual flow. Whether the required discharge can be fully provided from the reservoir depends on the currently available stored volumes in the reservoir&lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;, as the &lt;/del&gt;lower the level, the less favorable it is to provide additional water. In this context, the increase of low water/coverage of demand behaves completely identical to the drinking or service water withdrawal, with only the triggering factor differing. As mentioned before, a storage-dependent function is scaled by a factor, but this factor is now derived from a comparison between set values and current 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;:In this case, the current discharge is determined by conditions downstream of a reservoir. At a cross-section of a water resources system, the so-called &amp;#039;&amp;#039;control point&amp;#039;&amp;#039;, where the flow is dependent on the discharge from the upstream reservoir, a minimum flow is defined. The flow at the control point is composed of the discharge from &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;upstream &lt;/ins&gt;reservoirs and the lateral inflows between the &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;reservoirs &lt;/ins&gt;and the control point. If the current flow remains below the set minimum, an additional discharge from upstream reservoirs is necessary. The volume of the additional discharge depends on the difference between the previously defined target flow and the actual flow. Whether the required discharge can be fully provided from the reservoir depends on the currently available stored volumes in the reservoir&lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;. The &lt;/ins&gt;lower the level, the less favorable it is to provide additional water. In this context, the increase of low water/coverage of demand behaves completely identical to the drinking or service water withdrawal, with only the triggering factor differing. As mentioned before, a storage-dependent function is scaled by a factor, but this factor is now derived from a comparison between set values and current 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:Betriebsregeltypen/32/en&amp;diff=12553&amp;oldid=prev</id>
		<title>T.Schnellbach am 31. März 2021 um 07:05 Uhr</title>
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		<updated>2021-03-31T07:05:30Z</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;
				&lt;col class=&quot;diff-marker&quot; /&gt;
				&lt;col class=&quot;diff-content&quot; /&gt;
				&lt;tr class=&quot;diff-title&quot; lang=&quot;de&quot;&gt;
				&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 31. März 2021, 09:05 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;&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;* Dependency:  &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;* Dependency:  &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;:In this case, the current discharge is determined by conditions downstream of a reservoir. At a cross-section of a water resources system, the so-called &amp;#039;&amp;#039;control point&amp;#039;&amp;#039;, where the flow is dependent on the discharge from the upstream reservoir, a minimum flow is defined. The flow at the control point is composed of the discharge from reservoirs and the lateral inflows &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;lying in &lt;/del&gt;between. If the current flow remains below the set minimum, an additional discharge from upstream reservoirs is necessary. The volume of the additional discharge depends on the difference between the previously defined target flow and the actual flow. Whether the required discharge can be fully provided from the reservoir depends on the currently available stored volumes in the reservoir, as the lower the level, the less favorable it is to provide additional water. In this context, the increase of low water/coverage of demand behaves completely identical to the drinking or service water withdrawal, with only the triggering factor differing. As mentioned before, a storage-dependent function is scaled by a factor, but this factor is now derived from a comparison between set values and current 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;:In this case, the current discharge is determined by conditions downstream of a reservoir. At a cross-section of a water resources system, the so-called &amp;#039;&amp;#039;control point&amp;#039;&amp;#039;, where the flow is dependent on the discharge from the upstream reservoir, a minimum flow is defined. The flow at the control point is composed of the discharge from reservoirs and the lateral inflows between &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;the reservoir and the control point&lt;/ins&gt;. If the current flow remains below the set minimum, an additional discharge from upstream reservoirs is necessary. The volume of the additional discharge depends on the difference between the previously defined target flow and the actual flow. Whether the required discharge can be fully provided from the reservoir depends on the currently available stored volumes in the reservoir, as the lower the level, the less favorable it is to provide additional water. In this context, the increase of low water/coverage of demand behaves completely identical to the drinking or service water withdrawal, with only the triggering factor differing. As mentioned before, a storage-dependent function is scaled by a factor, but this factor is now derived from a comparison between set values and current 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:Betriebsregeltypen/32/en&amp;diff=12478&amp;oldid=prev</id>
		<title>T.Schnellbach am 24. März 2021 um 15:17 Uhr</title>
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		<updated>2021-03-24T15:17:14Z</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;
				&lt;col class=&quot;diff-marker&quot; /&gt;
				&lt;col class=&quot;diff-content&quot; /&gt;
				&lt;tr class=&quot;diff-title&quot; lang=&quot;de&quot;&gt;
				&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 24. März 2021, 17:17 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;* &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;Dependence&lt;/del&gt;:  &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;* &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;Dependency&lt;/ins&gt;:  &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;:In this case the current &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;output &lt;/del&gt;is determined by &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;requests from the underflow &lt;/del&gt;of a reservoir. &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;A defined discharge should not fall below a defined flow rate at &lt;/del&gt;a cross section of a &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;watercourse in the &lt;/del&gt;water resources system, &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;which is &lt;/del&gt;called control point &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;in &lt;/del&gt;the &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;following and which &lt;/del&gt;is &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;influenced by &lt;/del&gt;reservoir &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;discharges&lt;/del&gt;. The &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;outflow &lt;/del&gt;at the control point is composed of the discharge from reservoirs and the lateral inflows lying in between. If the current &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;outflow &lt;/del&gt;remains below the &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;setpoint&lt;/del&gt;, an additional &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;flow &lt;/del&gt;from &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;above lying storage tanks &lt;/del&gt;is necessary. The &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;amount &lt;/del&gt;of the &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;allowance &lt;/del&gt;depends on the difference between the target flow and the actual flow. Whether the required &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;allowance &lt;/del&gt;can be fully provided from the &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;storage unit &lt;/del&gt;depends on the &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;current storage unit content&lt;/del&gt;, &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;because &lt;/del&gt;the lower the &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;filling is&lt;/del&gt;, the less favorable it is &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;to have &lt;/del&gt;to provide additional water. In this context, the low water &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;increase&lt;/del&gt;/demand behaves completely identical to drinking or &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;raw &lt;/del&gt;water withdrawal, only the triggering factor &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;differs&lt;/del&gt;. As mentioned before, a storage-dependent function is scaled by a factor, but this factor is now derived from a comparison between set values and current 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;:In this case&lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;, &lt;/ins&gt;the current &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;discharge &lt;/ins&gt;is determined by &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;conditions downstream &lt;/ins&gt;of a reservoir. &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;At &lt;/ins&gt;a cross&lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;-&lt;/ins&gt;section of a water resources system, &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;the so-&lt;/ins&gt;called &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;&amp;#039;&amp;#039;&lt;/ins&gt;control point&lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;&amp;#039;&amp;#039;, where &lt;/ins&gt;the &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;flow &lt;/ins&gt;is &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;dependent on the discharge from the upstream &lt;/ins&gt;reservoir&lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;, a minimum flow is defined&lt;/ins&gt;. The &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;flow &lt;/ins&gt;at the control point is composed of the discharge from reservoirs and the lateral inflows lying in between. If the current &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;flow &lt;/ins&gt;remains below the &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;set minimum&lt;/ins&gt;, an additional &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;discharge &lt;/ins&gt;from &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;upstream reservoirs &lt;/ins&gt;is necessary. The &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;volume &lt;/ins&gt;of the &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;additional discharge &lt;/ins&gt;depends on the difference between the &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;previously defined &lt;/ins&gt;target flow and the actual flow. Whether the required &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;discharge &lt;/ins&gt;can be fully provided from the &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;reservoir &lt;/ins&gt;depends on the &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;currently available stored volumes in the reservoir&lt;/ins&gt;, &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;as &lt;/ins&gt;the lower the &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;level&lt;/ins&gt;, the less favorable it is to provide additional water. In this context, the &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;increase of &lt;/ins&gt;low water/&lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;coverage of &lt;/ins&gt;demand behaves completely identical to &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;the &lt;/ins&gt;drinking or &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;service &lt;/ins&gt;water withdrawal, &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;with &lt;/ins&gt;only the triggering factor &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;differing&lt;/ins&gt;. As mentioned before, a storage-dependent function is scaled by a factor, but this factor is now derived from a comparison between set values and current 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:Betriebsregeltypen/32/en&amp;diff=8552&amp;oldid=prev</id>
		<title>Ferrao: Die Seite wurde neu angelegt: „* Dependence:  :In this case the current output is determined by requests from the underflow of a reservoir. A defined discharge should not fall below a define…“</title>
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		<updated>2020-11-26T12:11:30Z</updated>

		<summary type="html">&lt;p&gt;Die Seite wurde neu angelegt: „* Dependence:  :In this case the current output is determined by requests from the underflow of a reservoir. A defined discharge should not fall below a define…“&lt;/p&gt;
&lt;p&gt;&lt;b&gt;Neue Seite&lt;/b&gt;&lt;/p&gt;&lt;div&gt;* Dependence: &lt;br /&gt;
:In this case the current output is determined by requests from the underflow of a reservoir. A defined discharge should not fall below a defined flow rate at a cross section of a watercourse in the water resources system, which is called control point in the following and which is influenced by reservoir discharges. The outflow at the control point is composed of the discharge from reservoirs and the lateral inflows lying in between. If the current outflow remains below the setpoint, an additional flow from above lying storage tanks is necessary. The amount of the allowance depends on the difference between the target flow and the actual flow. Whether the required allowance can be fully provided from the storage unit depends on the current storage unit content, because the lower the filling is, the less favorable it is to have to provide additional water. In this context, the low water increase/demand behaves completely identical to drinking or raw water withdrawal, only the triggering factor differs. As mentioned before, a storage-dependent function is scaled by a factor, but this factor is now derived from a comparison between set values and current discharges.&lt;/div&gt;</summary>
		<author><name>Ferrao</name></author>
	</entry>
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