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	<title>Translations:Betriebsregeltypen/24/en - Versionsgeschichte</title>
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	<updated>2026-05-13T20:12:23Z</updated>
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	<entry>
		<id>https://www.talsim.de/docs/index.php?title=Translations:Betriebsregeltypen/24/en&amp;diff=12993&amp;oldid=prev</id>
		<title>Haghani am 30. August 2021 um 10:46 Uhr</title>
		<link rel="alternate" type="text/html" href="https://www.talsim.de/docs/index.php?title=Translations:Betriebsregeltypen/24/en&amp;diff=12993&amp;oldid=prev"/>
		<updated>2021-08-30T10:46:20Z</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, 12:46 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;:The normal discharge to the downstream water should provide a discharge compensation for seasonal differences in the inflow. If a minimum discharge is required, it will be included in the normal discharge. A pool-based operating plan is used to describe the normal discharge. It divides the storage capacity into different areas and assigns a discharge to each pool-based operation. When determining the pool-based operating plan, the long-term discharge and other withdrawals from the &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;reservoir &lt;/del&gt;for other purposes play a decisive role. A &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;reservoir &lt;/del&gt;should collect water in periods of high inflow but still not overflow to have sufficient reserves in periods of low inflow. The coupling of the releases to the storage pool-based operation is a function of the storage volume. Since the system is supposed to react to variations of inflow during the year, the relationship between storage volume and discharge is usually variable over time.&lt;/div&gt;&lt;/td&gt;&lt;td class=&quot;diff-marker&quot; data-marker=&quot;+&quot;&gt;&lt;/td&gt;&lt;td style=&quot;color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;:The normal discharge to the downstream water should provide a discharge compensation for seasonal differences in the inflow. If a minimum discharge is required, it will be included in the normal discharge. A pool-based operating plan is used to describe the normal discharge. It divides the storage capacity into different areas and assigns a discharge to each pool-based operation. When determining the pool-based operating plan, the long-term discharge and other withdrawals from the &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;storage &lt;/ins&gt;for other purposes play a decisive role. A &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;storage &lt;/ins&gt;should collect water in periods of high inflow but still not overflow to have sufficient reserves in periods of low inflow. The coupling of the releases to the storage pool-based operation is a function of the storage volume. Since the system is supposed to react to variations of inflow during the year, the relationship between storage volume and discharge is usually variable over time.&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/24/en&amp;diff=12543&amp;oldid=prev</id>
		<title>T.Schnellbach am 31. März 2021 um 06:50 Uhr</title>
		<link rel="alternate" type="text/html" href="https://www.talsim.de/docs/index.php?title=Translations:Betriebsregeltypen/24/en&amp;diff=12543&amp;oldid=prev"/>
		<updated>2021-03-31T06:50:14Z</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 31. März 2021, 08:50 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;:The normal discharge to the downstream water should provide a discharge compensation for seasonal differences in the inflow. If a minimum discharge is required, it will be included in the normal discharge. A pool-based operating plan is used to describe the normal discharge. It divides the storage capacity into different areas &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;(pool-based operation) &lt;/del&gt;and assigns a discharge to each pool-based operation. When determining the pool-based operating plan, the long-term discharge and other withdrawals from the reservoir for other purposes play a decisive role. A reservoir should collect water in periods of high inflow but still not overflow to have sufficient reserves in periods of low inflow. The coupling of the releases to the storage pool-based operation is a function of the storage volume. Since the system is supposed to react to variations of inflow during the year, the relationship between storage volume and discharge is usually variable over time.&lt;/div&gt;&lt;/td&gt;&lt;td class=&quot;diff-marker&quot; data-marker=&quot;+&quot;&gt;&lt;/td&gt;&lt;td style=&quot;color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;:The normal discharge to the downstream water should provide a discharge compensation for seasonal differences in the inflow. If a minimum discharge is required, it will be included in the normal discharge. A pool-based operating plan is used to describe the normal discharge. It divides the storage capacity into different areas and assigns a discharge to each pool-based operation. When determining the pool-based operating plan, the long-term discharge and other withdrawals from the reservoir for other purposes play a decisive role. A reservoir should collect water in periods of high inflow but still not overflow to have sufficient reserves in periods of low inflow. The coupling of the releases to the storage pool-based operation is a function of the storage volume. Since the system is supposed to react to variations of inflow during the year, the relationship between storage volume and discharge is usually variable over time.&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/24/en&amp;diff=12541&amp;oldid=prev</id>
		<title>T.Schnellbach am 31. März 2021 um 06:49 Uhr</title>
		<link rel="alternate" type="text/html" href="https://www.talsim.de/docs/index.php?title=Translations:Betriebsregeltypen/24/en&amp;diff=12541&amp;oldid=prev"/>
		<updated>2021-03-31T06:49:40Z</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, 08:49 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;:The normal discharge to the downstream water &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;provides &lt;/del&gt;a discharge compensation for seasonal differences in the inflow. If a minimum discharge is required, it will be included in the normal discharge. A pool-based operating plan is used to describe the normal discharge. It divides the storage capacity into different areas (pool-based operation) and assigns a discharge to each pool-based operation. When determining the pool-based operating plan, the long-term discharge and other withdrawals from the reservoir for other purposes play a decisive role. A reservoir should collect water in periods of high inflow but still not overflow to have sufficient reserves in periods of low inflow. The coupling of the releases to the storage pool-based operation is a function of the storage volume. Since the system is supposed to react to variations of inflow during the year, the relationship between storage volume and discharge is usually variable over time.&lt;/div&gt;&lt;/td&gt;&lt;td class=&quot;diff-marker&quot; data-marker=&quot;+&quot;&gt;&lt;/td&gt;&lt;td style=&quot;color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;:The normal discharge to the downstream water &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;should provide &lt;/ins&gt;a discharge compensation for seasonal differences in the inflow. If a minimum discharge is required, it will be included in the normal discharge. A pool-based operating plan is used to describe the normal discharge. It divides the storage capacity into different areas (pool-based operation) and assigns a discharge to each pool-based operation. When determining the pool-based operating plan, the long-term discharge and other withdrawals from the reservoir for other purposes play a decisive role. A reservoir should collect water in periods of high inflow but still not overflow to have sufficient reserves in periods of low inflow. The coupling of the releases to the storage pool-based operation is a function of the storage volume. Since the system is supposed to react to variations of inflow during the year, the relationship between storage volume and discharge is usually variable over time.&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/24/en&amp;diff=12443&amp;oldid=prev</id>
		<title>T.Schnellbach am 24. März 2021 um 13:53 Uhr</title>
		<link rel="alternate" type="text/html" href="https://www.talsim.de/docs/index.php?title=Translations:Betriebsregeltypen/24/en&amp;diff=12443&amp;oldid=prev"/>
		<updated>2021-03-24T13:53:03Z</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, 15:53 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;* &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;:The &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;control &lt;/del&gt;discharge &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;into &lt;/del&gt;the &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;underflow &lt;/del&gt;provides a discharge compensation &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;with respect to &lt;/del&gt;seasonal differences &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;of &lt;/del&gt;the inflow. If a minimum discharge is required, it will be included in the &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;regular &lt;/del&gt;discharge. A &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;Lamellenplan &lt;/del&gt;is &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;often &lt;/del&gt;used to describe the &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;regular &lt;/del&gt;discharge. &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;This &lt;/del&gt;divides the storage capacity into different areas (pool-based operation) and assigns a discharge to each pool-based operation. When determining the pool-based operating plan, the long-term discharge and other withdrawals from the &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;storage &lt;/del&gt;for other purposes play a decisive role. A reservoir should collect water in periods of high inflow but still not overflow &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;in order &lt;/del&gt;to have sufficient reserves in periods of low inflow. The coupling of the releases to the storage pool-based operation is a &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;clear &lt;/del&gt;function of the storage &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;content&lt;/del&gt;. Since the system is supposed to react to variations &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;in &lt;/del&gt;inflow during the year, the relationship between &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;content &lt;/del&gt;and &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;delivery &lt;/del&gt;is usually variable over time.&lt;/div&gt;&lt;/td&gt;&lt;td class=&quot;diff-marker&quot; data-marker=&quot;+&quot;&gt;&lt;/td&gt;&lt;td style=&quot;color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;:The &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;normal &lt;/ins&gt;discharge &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;to &lt;/ins&gt;the &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;downstream water &lt;/ins&gt;provides a discharge compensation &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;for &lt;/ins&gt;seasonal differences &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;in &lt;/ins&gt;the inflow. If a minimum discharge is required, it will be included in the &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;normal &lt;/ins&gt;discharge. A &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;pool-based operating plan &lt;/ins&gt;is used to describe the &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;normal &lt;/ins&gt;discharge. &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;It &lt;/ins&gt;divides the storage capacity into different areas (pool-based operation) and assigns a discharge to each pool-based operation. When determining the pool-based operating plan, the long-term discharge and other withdrawals from the &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;reservoir &lt;/ins&gt;for other purposes play a decisive role. A reservoir should collect water in periods of high inflow but still not overflow to have sufficient reserves in periods of low inflow. The coupling of the releases to the storage pool-based operation is a function of the storage &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;volume&lt;/ins&gt;. Since the system is supposed to react to variations &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;of &lt;/ins&gt;inflow during the year, the relationship between &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;storage volume &lt;/ins&gt;and &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;discharge &lt;/ins&gt;is usually variable over time.&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/24/en&amp;diff=8320&amp;oldid=prev</id>
		<title>Ferrao am 25. November 2020 um 16:09 Uhr</title>
		<link rel="alternate" type="text/html" href="https://www.talsim.de/docs/index.php?title=Translations:Betriebsregeltypen/24/en&amp;diff=8320&amp;oldid=prev"/>
		<updated>2020-11-25T16:09:56Z</updated>

		<summary type="html">&lt;p&gt;&lt;/p&gt;
&lt;table style=&quot;background-color: #fff; color: #202122;&quot; data-mw=&quot;interface&quot;&gt;
				&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 25. November 2020, 18:09 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;* 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;:The control discharge into the underflow provides a discharge compensation with respect to seasonal differences of the inflow. If a minimum discharge is required, it will be included in the regular discharge. A Lamellenplan is often used to describe the regular discharge. This divides the storage capacity into different areas (pool-based operation) and assigns a discharge to each pool-based operation. When determining the &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;Lamellenplan&lt;/del&gt;, the long-term discharge and other withdrawals from the storage for other purposes play a decisive role. A reservoir should collect water in periods of high inflow but still not overflow in order to have sufficient reserves in periods of low inflow. The coupling of the releases to the storage &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;lamellas &lt;/del&gt;is a clear function of the storage content. Since the system is supposed to react to &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;fluctuations &lt;/del&gt;in inflow during the year, the relationship between content and delivery is usually variable over time.&lt;/div&gt;&lt;/td&gt;&lt;td class=&quot;diff-marker&quot; data-marker=&quot;+&quot;&gt;&lt;/td&gt;&lt;td style=&quot;color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;:The control discharge into the underflow provides a discharge compensation with respect to seasonal differences of the inflow. If a minimum discharge is required, it will be included in the regular discharge. A Lamellenplan is often used to describe the regular discharge. This divides the storage capacity into different areas (pool-based operation) and assigns a discharge to each pool-based operation. When determining the &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;pool-based operating plan&lt;/ins&gt;, the long-term discharge and other withdrawals from the storage for other purposes play a decisive role. A reservoir should collect water in periods of high inflow but still not overflow in order to have sufficient reserves in periods of low inflow. The coupling of the releases to the storage &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;pool-based operation &lt;/ins&gt;is a clear function of the storage content. Since the system is supposed to react to &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;variations &lt;/ins&gt;in inflow during the year, the relationship between content and delivery is usually variable over time.&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/24/en&amp;diff=8279&amp;oldid=prev</id>
		<title>Ferrao am 25. November 2020 um 15:41 Uhr</title>
		<link rel="alternate" type="text/html" href="https://www.talsim.de/docs/index.php?title=Translations:Betriebsregeltypen/24/en&amp;diff=8279&amp;oldid=prev"/>
		<updated>2020-11-25T15:41:40Z</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 25. November 2020, 17:41 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;:The control discharge into the underflow provides a discharge compensation with respect to seasonal differences of the inflow. If a minimum discharge is required, it will be included in the regular discharge. A Lamellenplan is often used to describe the regular discharge. This divides the storage capacity into different areas (&lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;Lamellen&lt;/del&gt;) and assigns a discharge to each &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;Lamelle&lt;/del&gt;. When determining the Lamellenplan, the long-term discharge and other withdrawals from the storage for other purposes play a decisive role. A reservoir should collect water in periods of high inflow but still not overflow in order to have sufficient reserves in periods of low inflow. The coupling of the releases to the storage lamellas is a clear function of the storage content. Since the system is supposed to react to fluctuations in inflow during the year, the relationship between content and delivery is usually variable over time.&lt;/div&gt;&lt;/td&gt;&lt;td class=&quot;diff-marker&quot; data-marker=&quot;+&quot;&gt;&lt;/td&gt;&lt;td style=&quot;color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;:The control discharge into the underflow provides a discharge compensation with respect to seasonal differences of the inflow. If a minimum discharge is required, it will be included in the regular discharge. A Lamellenplan is often used to describe the regular discharge. This divides the storage capacity into different areas (&lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;pool-based operation&lt;/ins&gt;) and assigns a discharge to each &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;pool-based operation&lt;/ins&gt;. When determining the Lamellenplan, the long-term discharge and other withdrawals from the storage for other purposes play a decisive role. A reservoir should collect water in periods of high inflow but still not overflow in order to have sufficient reserves in periods of low inflow. The coupling of the releases to the storage lamellas is a clear function of the storage content. Since the system is supposed to react to fluctuations in inflow during the year, the relationship between content and delivery is usually variable over time.&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/24/en&amp;diff=8212&amp;oldid=prev</id>
		<title>Ferrao: Die Seite wurde neu angelegt: „* Dependence: :The control discharge into the underflow provides a discharge compensation with respect to seasonal differences of the inflow. If a minimum disc…“</title>
		<link rel="alternate" type="text/html" href="https://www.talsim.de/docs/index.php?title=Translations:Betriebsregeltypen/24/en&amp;diff=8212&amp;oldid=prev"/>
		<updated>2020-11-25T14:35:18Z</updated>

		<summary type="html">&lt;p&gt;Die Seite wurde neu angelegt: „* Dependence: :The control discharge into the underflow provides a discharge compensation with respect to seasonal differences of the inflow. If a minimum disc…“&lt;/p&gt;
&lt;p&gt;&lt;b&gt;Neue Seite&lt;/b&gt;&lt;/p&gt;&lt;div&gt;* Dependence:&lt;br /&gt;
:The control discharge into the underflow provides a discharge compensation with respect to seasonal differences of the inflow. If a minimum discharge is required, it will be included in the regular discharge. A Lamellenplan is often used to describe the regular discharge. This divides the storage capacity into different areas (Lamellen) and assigns a discharge to each Lamelle. When determining the Lamellenplan, the long-term discharge and other withdrawals from the storage for other purposes play a decisive role. A reservoir should collect water in periods of high inflow but still not overflow in order to have sufficient reserves in periods of low inflow. The coupling of the releases to the storage lamellas is a clear function of the storage content. Since the system is supposed to react to fluctuations in inflow during the year, the relationship between content and delivery is usually variable over time.&lt;/div&gt;</summary>
		<author><name>Ferrao</name></author>
	</entry>
</feed>