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	<title>Translations:Betriebsregeltypen/20/en - Versionsgeschichte</title>
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	<updated>2026-04-09T16:40:48Z</updated>
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	<entry>
		<id>https://www.talsim.de/docs/index.php?title=Translations:Betriebsregeltypen/20/en&amp;diff=12907&amp;oldid=prev</id>
		<title>Haghani am 30. August 2021 um 10:23 Uhr</title>
		<link rel="alternate" type="text/html" href="https://www.talsim.de/docs/index.php?title=Translations:Betriebsregeltypen/20/en&amp;diff=12907&amp;oldid=prev"/>
		<updated>2021-08-30T10:23:59Z</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, 12:23 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;&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;:Primarily, the current demand determines the volume of withdrawals from the &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;reservoir&lt;/del&gt;, but it is also subject to temporal variations. The upper limits for withdrawals are generally set by water rights or defined maximum withdrawal volumes, which refer to selected periods such as a day, a month, a quarter, or a year. Initially, one only considers the current demand communicated by water suppliers, which constitutes a claim towards the &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;reservoir&lt;/del&gt;. There is no connection to the actual &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;reservoir &lt;/del&gt;and the respective storage volume.&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;:Primarily, the current demand determines the volume of withdrawals from the &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;storage&lt;/ins&gt;, but it is also subject to temporal variations. The upper limits for withdrawals are generally set by water rights or defined maximum withdrawal volumes, which refer to selected periods such as a day, a month, a quarter, or a year. Initially, one only considers the current demand communicated by water suppliers, which constitutes a claim towards the &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;storage&lt;/ins&gt;. There is no connection to the actual &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;storage &lt;/ins&gt;and the respective storage volume.&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;:Whether the demand can be pleased by withdrawing water from the &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;reservoir &lt;/del&gt;is determined by the actual storage volumes. To connect the water demand to the actual storage volumes, the structural implementation of withdrawal elements and means of anticipatory management are taken into account. For example, if particularly low storage volumes are reached, it is advisable to throttle withdrawals in advance to avoid the &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;reservoir &lt;/del&gt;running empty and then completely failing at covering the demand during prolonged periods of low water &amp;lt;ref name=&amp;quot;Schultz_1989&amp;quot;&amp;gt;&amp;#039;&amp;#039;&amp;#039;Schultz, G.A.&amp;#039;&amp;#039;&amp;#039; (1989): Entwicklung von Betriebsregeln für die Wupper-Talsperre in Niedrig- und Hochwasserzeiten. Wasserwirtschaft 79 (7/8) S. 340-343&amp;lt;/ref&amp;gt;. Hence, there is usually space reserved in a dam specifically used for drinking water supply. Its use is handled separately in respective operating plans.&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;:Whether the demand can be pleased by withdrawing water from the &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;storage &lt;/ins&gt;is determined by the actual storage volumes. To connect the water demand to the actual storage volumes, the structural implementation of withdrawal elements and means of anticipatory management are taken into account. For example, if particularly low storage volumes are reached, it is advisable to throttle withdrawals in advance to avoid the &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;storage &lt;/ins&gt;running empty and then completely failing at covering the demand during prolonged periods of low water &amp;lt;ref name=&amp;quot;Schultz_1989&amp;quot;&amp;gt;&amp;#039;&amp;#039;&amp;#039;Schultz, G.A.&amp;#039;&amp;#039;&amp;#039; (1989): Entwicklung von Betriebsregeln für die Wupper-Talsperre in Niedrig- und Hochwasserzeiten. Wasserwirtschaft 79 (7/8) S. 340-343&amp;lt;/ref&amp;gt;. Hence, there is usually space reserved in a dam specifically used for drinking water supply. Its use is handled separately in respective operating plans.&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/20/en&amp;diff=12539&amp;oldid=prev</id>
		<title>T.Schnellbach am 31. März 2021 um 06:37 Uhr</title>
		<link rel="alternate" type="text/html" href="https://www.talsim.de/docs/index.php?title=Translations:Betriebsregeltypen/20/en&amp;diff=12539&amp;oldid=prev"/>
		<updated>2021-03-31T06:37:33Z</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, 08:37 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;:Primarily the current demand determines withdrawals from the reservoir, &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;although &lt;/del&gt;it is subject to temporal variations. The upper limits for withdrawals are generally set by water rights or defined maximum withdrawal volumes, which refer to selected periods such as day, month, quarter, or year. Initially, one only considers the current demand communicated by water suppliers, which constitutes a claim towards the reservoir. There is no connection to the actual reservoir and the respective storage volume.&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;:Primarily&lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;, &lt;/ins&gt;the current demand determines &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;the volume of &lt;/ins&gt;withdrawals from the reservoir, &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;but &lt;/ins&gt;it is &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;also &lt;/ins&gt;subject to temporal variations. The upper limits for withdrawals are generally set by water rights or defined maximum withdrawal volumes, which refer to selected periods such as &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;a &lt;/ins&gt;day, &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;a &lt;/ins&gt;month, &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;a &lt;/ins&gt;quarter, or &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;a &lt;/ins&gt;year. Initially, one only considers the current demand communicated by water suppliers, which constitutes a claim towards the reservoir. There is no connection to the actual reservoir and the respective storage volume.&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;:Whether the demand can be pleased by withdrawing water from the reservoir is determined by the actual storage volumes. To connect the water demand to the actual storage volumes, the structural implementation of withdrawal elements and means of anticipatory management are taken into account. For example, if particularly low storage volumes are reached, it is advisable to throttle withdrawals in advance to avoid the reservoir running empty and then completely failing at covering the demand during prolonged periods of low water &amp;lt;ref name=&amp;quot;Schultz_1989&amp;quot;&amp;gt;&amp;#039;&amp;#039;&amp;#039;Schultz, G.A.&amp;#039;&amp;#039;&amp;#039; (1989): Entwicklung von Betriebsregeln für die Wupper-Talsperre in Niedrig- und Hochwasserzeiten. Wasserwirtschaft 79 (7/8) S. 340-343&amp;lt;/ref&amp;gt;. Hence, there is usually space reserved in a dam specifically used for drinking water supply. Its use is handled separately in respective operating plans.&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;:Whether the demand can be pleased by withdrawing water from the reservoir is determined by the actual storage volumes. To connect the water demand to the actual storage volumes, the structural implementation of withdrawal elements and means of anticipatory management are taken into account. For example, if particularly low storage volumes are reached, it is advisable to throttle withdrawals in advance to avoid the reservoir running empty and then completely failing at covering the demand during prolonged periods of low water &amp;lt;ref name=&amp;quot;Schultz_1989&amp;quot;&amp;gt;&amp;#039;&amp;#039;&amp;#039;Schultz, G.A.&amp;#039;&amp;#039;&amp;#039; (1989): Entwicklung von Betriebsregeln für die Wupper-Talsperre in Niedrig- und Hochwasserzeiten. Wasserwirtschaft 79 (7/8) S. 340-343&amp;lt;/ref&amp;gt;. Hence, there is usually space reserved in a dam specifically used for drinking water supply. Its use is handled separately in respective operating plans.&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/20/en&amp;diff=12435&amp;oldid=prev</id>
		<title>T.Schnellbach am 24. März 2021 um 13:34 Uhr</title>
		<link rel="alternate" type="text/html" href="https://www.talsim.de/docs/index.php?title=Translations:Betriebsregeltypen/20/en&amp;diff=12435&amp;oldid=prev"/>
		<updated>2021-03-24T13:34:36Z</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;
				&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, 15:34 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;&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;:Primarily the current demand determines withdrawals from the reservoir, although it is subject to temporal variations. The upper limits for withdrawals are generally set by water rights or defined maximum withdrawal volumes, which refer to selected periods such as day, month, quarter, or year. Initially, one only considers the current demand communicated by water suppliers, which constitutes a claim towards the reservoir. There is no connection to the actual reservoir and the respective storage volume.&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;:Primarily the current demand determines withdrawals from the reservoir, although it is subject to temporal variations. The upper limits for withdrawals are generally set by water rights or defined maximum withdrawal volumes, which refer to selected periods such as day, month, quarter, or year. Initially, one only considers the current demand communicated by water suppliers, which constitutes a claim towards the reservoir. There is no connection to the actual reservoir and the respective storage volume.&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;Whether the demand can be pleased by withdrawing water from the reservoir is determined by the actual storage volumes. To connect the water demand to the actual storage volumes, the structural implementation of withdrawal elements and means of anticipatory management are taken into account. For example, if particularly low storage volumes are reached, it is advisable to throttle withdrawals in advance to avoid the reservoir running empty and then completely failing at covering the demand during prolonged periods of low water &amp;lt;ref name=&amp;quot;Schultz_1989&amp;quot;&amp;gt;&amp;#039;&amp;#039;&amp;#039;Schultz, G.A.&amp;#039;&amp;#039;&amp;#039; (1989): Entwicklung von Betriebsregeln für die Wupper-Talsperre in Niedrig- und Hochwasserzeiten. Wasserwirtschaft 79 (7/8) S. 340-343&amp;lt;/ref&amp;gt;. Hence, there is usually space reserved in a dam specifically used for drinking water supply. Its use is handled separately in respective operating plans.&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;:&lt;/ins&gt;Whether the demand can be pleased by withdrawing water from the reservoir is determined by the actual storage volumes. To connect the water demand to the actual storage volumes, the structural implementation of withdrawal elements and means of anticipatory management are taken into account. For example, if particularly low storage volumes are reached, it is advisable to throttle withdrawals in advance to avoid the reservoir running empty and then completely failing at covering the demand during prolonged periods of low water &amp;lt;ref name=&amp;quot;Schultz_1989&amp;quot;&amp;gt;&amp;#039;&amp;#039;&amp;#039;Schultz, G.A.&amp;#039;&amp;#039;&amp;#039; (1989): Entwicklung von Betriebsregeln für die Wupper-Talsperre in Niedrig- und Hochwasserzeiten. Wasserwirtschaft 79 (7/8) S. 340-343&amp;lt;/ref&amp;gt;. Hence, there is usually space reserved in a dam specifically used for drinking water supply. Its use is handled separately in respective operating plans.&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/20/en&amp;diff=12433&amp;oldid=prev</id>
		<title>T.Schnellbach am 24. März 2021 um 13:34 Uhr</title>
		<link rel="alternate" type="text/html" href="https://www.talsim.de/docs/index.php?title=Translations:Betriebsregeltypen/20/en&amp;diff=12433&amp;oldid=prev"/>
		<updated>2021-03-24T13:34:19Z</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 24. März 2021, 15:34 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;:Primarily the current demand determines &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;the withdrawal &lt;/del&gt;from the reservoir, although it is &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;generally &lt;/del&gt;subject to temporal variations. The &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;demand is often limited upwards &lt;/del&gt;by water rights or maximum withdrawal &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;quantities&lt;/del&gt;, which refer to selected &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;time horizons &lt;/del&gt;such as day, month, quarter, year &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;or others&lt;/del&gt;. &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;If &lt;/del&gt;one &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;initially &lt;/del&gt;only considers the current demand, &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;this is determined by the requirements of &lt;/del&gt;a &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;water supplier and defines &lt;/del&gt;the &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;demand on the storage facility&lt;/del&gt;. There is no &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;reference &lt;/del&gt;to the &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;content of &lt;/del&gt;the &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;reservoir&lt;/del&gt;. &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;However, whether &lt;/del&gt;the demand can &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;actually &lt;/del&gt;be &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;met depends on the current content of &lt;/del&gt;the reservoir&lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;. This connection &lt;/del&gt;is &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;either given &lt;/del&gt;by the &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;constructional structure &lt;/del&gt;of &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;the &lt;/del&gt;withdrawal &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;facility or for reasons &lt;/del&gt;of &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;foresighted &lt;/del&gt;management. For example, if particularly low &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;reservoir fillings &lt;/del&gt;are reached, it is advisable to throttle withdrawals in &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;good time &lt;/del&gt;to avoid the reservoir running empty and &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;thus complete failure &lt;/del&gt;during prolonged periods of low water &amp;lt;ref name=&amp;quot;Schultz_1989&amp;quot;&amp;gt;&amp;#039;&amp;#039;&amp;#039;Schultz, G.A.&amp;#039;&amp;#039;&amp;#039; (1989): Entwicklung von Betriebsregeln für die Wupper-Talsperre in Niedrig- und Hochwasserzeiten. Wasserwirtschaft 79 (7/8) S. 340-343&amp;lt;/ref&amp;gt;. &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;For this reason&lt;/del&gt;, there is usually &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;a reserve &lt;/del&gt;space in &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;every &lt;/del&gt;dam &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;that is mainly &lt;/del&gt;used for drinking water supply&lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;, and special &lt;/del&gt;operating plans &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;usually decide on its use&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;:Primarily the current demand determines &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;withdrawals &lt;/ins&gt;from the reservoir, although it is subject to temporal variations. The &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;upper limits for withdrawals are generally set &lt;/ins&gt;by water rights or &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;defined &lt;/ins&gt;maximum withdrawal &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;volumes&lt;/ins&gt;, which refer to selected &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;periods &lt;/ins&gt;such as day, month, quarter, &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;or &lt;/ins&gt;year. &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;Initially, &lt;/ins&gt;one only considers the current demand &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;communicated by water suppliers&lt;/ins&gt;, &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;which constitutes &lt;/ins&gt;a &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;claim towards &lt;/ins&gt;the &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;reservoir&lt;/ins&gt;. There is no &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;connection &lt;/ins&gt;to the &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;actual reservoir and &lt;/ins&gt;the &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;respective storage volume&lt;/ins&gt;.&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td colspan=&quot;2&quot; class=&quot;diff-side-deleted&quot;&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;Whether &lt;/ins&gt;the demand can be &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;pleased by withdrawing water from &lt;/ins&gt;the reservoir is &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;determined &lt;/ins&gt;by the &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;actual storage volumes. To connect the water demand to the actual storage volumes, the structural implementation &lt;/ins&gt;of withdrawal &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;elements and means &lt;/ins&gt;of &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;anticipatory &lt;/ins&gt;management &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;are taken into account&lt;/ins&gt;. For example, if particularly low &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;storage volumes &lt;/ins&gt;are reached, it is advisable to throttle withdrawals in &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;advance &lt;/ins&gt;to avoid the reservoir running empty and &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;then completely failing at covering the demand &lt;/ins&gt;during prolonged periods of low water &amp;lt;ref name=&amp;quot;Schultz_1989&amp;quot;&amp;gt;&amp;#039;&amp;#039;&amp;#039;Schultz, G.A.&amp;#039;&amp;#039;&amp;#039; (1989): Entwicklung von Betriebsregeln für die Wupper-Talsperre in Niedrig- und Hochwasserzeiten. Wasserwirtschaft 79 (7/8) S. 340-343&amp;lt;/ref&amp;gt;. &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;Hence&lt;/ins&gt;, there is usually space &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;reserved &lt;/ins&gt;in &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;a &lt;/ins&gt;dam &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;specifically &lt;/ins&gt;used for drinking water supply&lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;. Its use is handled separately in respective &lt;/ins&gt;operating plans.&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/20/en&amp;diff=8763&amp;oldid=prev</id>
		<title>Ferrao am 26. November 2020 um 15:02 Uhr</title>
		<link rel="alternate" type="text/html" href="https://www.talsim.de/docs/index.php?title=Translations:Betriebsregeltypen/20/en&amp;diff=8763&amp;oldid=prev"/>
		<updated>2020-11-26T15:02:36Z</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;
				&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 26. November 2020, 17:02 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;* Dependence:&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;* Dependence:&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;Primarily the current demand determines the withdrawal from the reservoir, although it is generally subject to temporal variations. The demand is often limited upwards by water rights or maximum withdrawal quantities, which refer to selected time horizons such as day, month, quarter, year or others. If one initially only considers the current demand, this is determined by the requirements of a water supplier and defines the demand on the storage facility. There is no reference to the content of the reservoir. However, whether the demand can actually be met depends on the current content of the reservoir. This connection is either given by the constructional structure of the withdrawal facility or for reasons of foresighted management. For example, if particularly low reservoir fillings are reached, it is advisable to throttle withdrawals in good time to avoid the reservoir running empty and thus complete failure during prolonged periods of low water &amp;lt;ref name=&amp;quot;Schultz_1989&amp;quot;&amp;gt;&amp;#039;&amp;#039;&amp;#039;Schultz, G.A.&amp;#039;&amp;#039;&amp;#039; (1989): Entwicklung von Betriebsregeln für die Wupper-Talsperre in Niedrig- und Hochwasserzeiten. Wasserwirtschaft 79 (7/8) S. 340-343&amp;lt;/ref&amp;gt;. For this reason, there is usually a reserve space in every dam that is mainly used for drinking water supply, and special operating plans usually decide on its use.&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;:&lt;/ins&gt;Primarily the current demand determines the withdrawal from the reservoir, although it is generally subject to temporal variations. The demand is often limited upwards by water rights or maximum withdrawal quantities, which refer to selected time horizons such as day, month, quarter, year or others. If one initially only considers the current demand, this is determined by the requirements of a water supplier and defines the demand on the storage facility. There is no reference to the content of the reservoir. However, whether the demand can actually be met depends on the current content of the reservoir. This connection is either given by the constructional structure of the withdrawal facility or for reasons of foresighted management. For example, if particularly low reservoir fillings are reached, it is advisable to throttle withdrawals in good time to avoid the reservoir running empty and thus complete failure during prolonged periods of low water &amp;lt;ref name=&amp;quot;Schultz_1989&amp;quot;&amp;gt;&amp;#039;&amp;#039;&amp;#039;Schultz, G.A.&amp;#039;&amp;#039;&amp;#039; (1989): Entwicklung von Betriebsregeln für die Wupper-Talsperre in Niedrig- und Hochwasserzeiten. Wasserwirtschaft 79 (7/8) S. 340-343&amp;lt;/ref&amp;gt;. For this reason, there is usually a reserve space in every dam that is mainly used for drinking water supply, and special operating plans usually decide on its use.&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:Betriebsregeltypen/20/en&amp;diff=8205&amp;oldid=prev</id>
		<title>Ferrao: Die Seite wurde neu angelegt: „* Dependence: Primarily the current demand determines the withdrawal from the reservoir, although it is generally subject to temporal variations. The demand is…“</title>
		<link rel="alternate" type="text/html" href="https://www.talsim.de/docs/index.php?title=Translations:Betriebsregeltypen/20/en&amp;diff=8205&amp;oldid=prev"/>
		<updated>2020-11-25T14:00:19Z</updated>

		<summary type="html">&lt;p&gt;Die Seite wurde neu angelegt: „* Dependence: Primarily the current demand determines the withdrawal from the reservoir, although it is generally subject to temporal variations. The demand is…“&lt;/p&gt;
&lt;p&gt;&lt;b&gt;Neue Seite&lt;/b&gt;&lt;/p&gt;&lt;div&gt;* Dependence:&lt;br /&gt;
Primarily the current demand determines the withdrawal from the reservoir, although it is generally subject to temporal variations. The demand is often limited upwards by water rights or maximum withdrawal quantities, which refer to selected time horizons such as day, month, quarter, year or others. If one initially only considers the current demand, this is determined by the requirements of a water supplier and defines the demand on the storage facility. There is no reference to the content of the reservoir. However, whether the demand can actually be met depends on the current content of the reservoir. This connection is either given by the constructional structure of the withdrawal facility or for reasons of foresighted management. For example, if particularly low reservoir fillings are reached, it is advisable to throttle withdrawals in good time to avoid the reservoir running empty and thus complete failure during prolonged periods of low water &amp;lt;ref name=&amp;quot;Schultz_1989&amp;quot;&amp;gt;&amp;#039;&amp;#039;&amp;#039;Schultz, G.A.&amp;#039;&amp;#039;&amp;#039; (1989): Entwicklung von Betriebsregeln für die Wupper-Talsperre in Niedrig- und Hochwasserzeiten. Wasserwirtschaft 79 (7/8) S. 340-343&amp;lt;/ref&amp;gt;. For this reason, there is usually a reserve space in every dam that is mainly used for drinking water supply, and special operating plans usually decide on its use.&lt;/div&gt;</summary>
		<author><name>Ferrao</name></author>
	</entry>
</feed>