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	<title>Translations:Betriebsregeltypen/12/en - Versionsgeschichte</title>
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	<entry>
		<id>https://www.talsim.de/docs/index.php?title=Translations:Betriebsregeltypen/12/en&amp;diff=12991&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/12/en&amp;diff=12991&amp;oldid=prev"/>
		<updated>2021-08-30T10:46:03Z</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 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 specification of a minimum or maximum discharge is based on requirements downstream of a &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;reservoir&lt;/del&gt;. The maximal discharge is based on the discharge respective to a critical, downstream cross-section. Consequently, a hydraulic method exists for its determination. In contrast, there is no clear guideline for the minimum discharge. Often, ratios of MNQ or MQ are used. Independent of determining the minimum or maximum discharge, the basic principle to verify outlet elements&amp;#039; physical limits is applied. So, minimum and maximum discharge can only be discharged if the outlet capacity is sufficient at the given pressure level. Since, in reality, it is unlikely that the dimensioning of the outlet elements and the required discharge are conflicting, the reference to the dependence on the storage capacity content is rather theoretical but necessary to derive general laws.&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 specification of a minimum or maximum discharge is based on requirements downstream of a &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;storage&lt;/ins&gt;. The maximal discharge is based on the discharge respective to a critical, downstream cross-section. Consequently, a hydraulic method exists for its determination. In contrast, there is no clear guideline for the minimum discharge. Often, ratios of MNQ or MQ are used. Independent of determining the minimum or maximum discharge, the basic principle to verify outlet elements&amp;#039; physical limits is applied. So, minimum and maximum discharge can only be discharged if the outlet capacity is sufficient at the given pressure level. Since, in reality, it is unlikely that the dimensioning of the outlet elements and the required discharge are conflicting, the reference to the dependence on the storage capacity content is rather theoretical but necessary to derive general laws.&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/12/en&amp;diff=12527&amp;oldid=prev</id>
		<title>T.Schnellbach am 31. März 2021 um 06:17 Uhr</title>
		<link rel="alternate" type="text/html" href="https://www.talsim.de/docs/index.php?title=Translations:Betriebsregeltypen/12/en&amp;diff=12527&amp;oldid=prev"/>
		<updated>2021-03-31T06:17:56Z</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 31. März 2021, 08:17 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;&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 specification of a minimum or maximum discharge is based on requirements downstream of a reservoir. The maximal discharge is based on the discharge respective to a critical, downstream cross-section. Consequently, a hydraulic method exists for its determination. In contrast, there is no clear guideline for the minimum discharge. Often, ratios of MNQ or MQ are used. Independent of determining the minimum or maximum discharge, the basic principle to verify outlet elements&amp;#039; physical limits is applied. So, minimum and maximum discharge can only be discharged if the outlet capacity is sufficient at the given pressure level. Since it is unlikely &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;in reality &lt;/del&gt;that the dimensioning of the outlet elements and the required discharge are conflicting, the reference to the dependence on the storage capacity content is rather theoretical but necessary to derive general laws.&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 specification of a minimum or maximum discharge is based on requirements downstream of a reservoir. The maximal discharge is based on the discharge respective to a critical, downstream cross-section. Consequently, a hydraulic method exists for its determination. In contrast, there is no clear guideline for the minimum discharge. Often, ratios of MNQ or MQ are used. Independent of determining the minimum or maximum discharge, the basic principle to verify outlet elements&amp;#039; physical limits is applied. So, minimum and maximum discharge can only be discharged if the outlet capacity is sufficient at the given pressure level. Since&lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;, in reality, &lt;/ins&gt;it is unlikely that the dimensioning of the outlet elements and the required discharge are conflicting, the reference to the dependence on the storage capacity content is rather theoretical but necessary to derive general laws.&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/12/en&amp;diff=12525&amp;oldid=prev</id>
		<title>T.Schnellbach am 31. März 2021 um 06:17 Uhr</title>
		<link rel="alternate" type="text/html" href="https://www.talsim.de/docs/index.php?title=Translations:Betriebsregeltypen/12/en&amp;diff=12525&amp;oldid=prev"/>
		<updated>2021-03-31T06:17:17Z</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, 08:17 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;&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 specification of a minimum or maximum discharge is based on requirements downstream of a reservoir. The maximal discharge is based on the discharge respective to a critical, downstream cross-section. Consequently, a hydraulic method exists for its determination. In contrast, there is no clear guideline for the minimum discharge. Often, ratios of MNQ or MQ are used. Independent of determining the minimum or maximum discharge, the basic principle to verify outlet elements&amp;#039; physical limits is applied. So, minimum and maximum discharge can only be discharged if the outlet capacity is sufficient at the given pressure level. Since it is unlikely &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;to happen &lt;/del&gt;in &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;practice &lt;/del&gt;that the dimensioning of the outlet elements and the required discharge are conflicting, the reference to the dependence on the storage capacity content is rather theoretical but necessary to derive general laws.&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 specification of a minimum or maximum discharge is based on requirements downstream of a reservoir. The maximal discharge is based on the discharge respective to a critical, downstream cross-section. Consequently, a hydraulic method exists for its determination. In contrast, there is no clear guideline for the minimum discharge. Often, ratios of MNQ or MQ are used. Independent of determining the minimum or maximum discharge, the basic principle to verify outlet elements&amp;#039; physical limits is applied. So, minimum and maximum discharge can only be discharged if the outlet capacity is sufficient at the given pressure level. Since it is unlikely in &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;reality &lt;/ins&gt;that the dimensioning of the outlet elements and the required discharge are conflicting, the reference to the dependence on the storage capacity content is rather theoretical but necessary to derive general laws.&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/12/en&amp;diff=12523&amp;oldid=prev</id>
		<title>T.Schnellbach am 31. März 2021 um 06:16 Uhr</title>
		<link rel="alternate" type="text/html" href="https://www.talsim.de/docs/index.php?title=Translations:Betriebsregeltypen/12/en&amp;diff=12523&amp;oldid=prev"/>
		<updated>2021-03-31T06:16:47Z</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, 08:16 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 specification of a minimum or maximum discharge is based on requirements downstream of a reservoir. The maximal discharge is based on the discharge respective to a critical, downstream cross-section. Consequently, a hydraulic method exists for its determination. In contrast, there is no clear guideline for the minimum discharge. Often, ratios of MNQ or MQ are used. Independent of determining the minimum or maximum discharge, the basic principle to verify outlet elements&amp;#039; physical limits is applied. So, minimum and maximum discharge can only be discharged if the outlet capacity is sufficient at the given pressure level. Since it is unlikely to happen in practice that the dimensioning of the outlet elements and the required discharge are &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;contradictory&lt;/del&gt;, the reference to the dependence on the storage capacity content is rather theoretical but necessary to derive general laws.&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 specification of a minimum or maximum discharge is based on requirements downstream of a reservoir. The maximal discharge is based on the discharge respective to a critical, downstream cross-section. Consequently, a hydraulic method exists for its determination. In contrast, there is no clear guideline for the minimum discharge. Often, ratios of MNQ or MQ are used. Independent of determining the minimum or maximum discharge, the basic principle to verify outlet elements&amp;#039; physical limits is applied. So, minimum and maximum discharge can only be discharged if the outlet capacity is sufficient at the given pressure level. Since it is unlikely to happen in practice that the dimensioning of the outlet elements and the required discharge are &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;conflicting&lt;/ins&gt;, the reference to the dependence on the storage capacity content is rather theoretical but necessary to derive general laws.&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/12/en&amp;diff=12521&amp;oldid=prev</id>
		<title>T.Schnellbach am 31. März 2021 um 06:15 Uhr</title>
		<link rel="alternate" type="text/html" href="https://www.talsim.de/docs/index.php?title=Translations:Betriebsregeltypen/12/en&amp;diff=12521&amp;oldid=prev"/>
		<updated>2021-03-31T06:15:02Z</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, 08:15 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 specification of a minimum or maximum discharge is based on requirements downstream of a reservoir. The maximal discharge is based on the discharge respective to a critical, downstream cross-section. Consequently, a hydraulic method exists for its determination. In contrast, there is no clear guideline for the minimum discharge. Often, ratios of MNQ or MQ are used. Independent of determining the minimum or maximum discharge, the principle &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;of the verification of the &lt;/del&gt;physical limits &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;of outlet elements &lt;/del&gt;is applied. So, minimum and maximum discharge can only be discharged if the outlet capacity is sufficient at the given pressure level. Since it is unlikely to happen in practice that the dimensioning of the outlet elements and the required discharge are contradictory, the reference to the dependence on the storage capacity content is rather theoretical but necessary to derive general laws.&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 specification of a minimum or maximum discharge is based on requirements downstream of a reservoir. The maximal discharge is based on the discharge respective to a critical, downstream cross-section. Consequently, a hydraulic method exists for its determination. In contrast, there is no clear guideline for the minimum discharge. Often, ratios of MNQ or MQ are used. Independent of determining the minimum or maximum discharge, the &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;basic &lt;/ins&gt;principle &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;to verify outlet elements&amp;#039; &lt;/ins&gt;physical limits is applied. So, minimum and maximum discharge can only be discharged if the outlet capacity is sufficient at the given pressure level. Since it is unlikely to happen in practice that the dimensioning of the outlet elements and the required discharge are contradictory, the reference to the dependence on the storage capacity content is rather theoretical but necessary to derive general laws.&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/12/en&amp;diff=12519&amp;oldid=prev</id>
		<title>T.Schnellbach am 31. März 2021 um 06:13 Uhr</title>
		<link rel="alternate" type="text/html" href="https://www.talsim.de/docs/index.php?title=Translations:Betriebsregeltypen/12/en&amp;diff=12519&amp;oldid=prev"/>
		<updated>2021-03-31T06:13:24Z</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, 08:13 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 specification of a minimum or maximum &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;charge &lt;/del&gt;is based on requirements downstream of a reservoir. The maximal discharge is based on the discharge respective to a critical, downstream cross-section. Consequently, a hydraulic method exists for its determination. In contrast, there is no clear guideline for the minimum discharge. Often, ratios of MNQ or MQ are used. Independent of determining the minimum or maximum discharge, the principle of the verification of the physical limits of outlet elements is applied. So, minimum and maximum discharge can only be discharged if the outlet capacity is sufficient at the given pressure level. Since it is unlikely to happen in practice that the dimensioning of the outlet elements and the required discharge are contradictory, the reference to the dependence on the storage capacity content is rather theoretical but necessary to derive general laws.&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 specification of a minimum or maximum &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;discharge &lt;/ins&gt;is based on requirements downstream of a reservoir. The maximal discharge is based on the discharge respective to a critical, downstream cross-section. Consequently, a hydraulic method exists for its determination. In contrast, there is no clear guideline for the minimum discharge. Often, ratios of MNQ or MQ are used. Independent of determining the minimum or maximum discharge, the principle of the verification of the physical limits of outlet elements is applied. So, minimum and maximum discharge can only be discharged if the outlet capacity is sufficient at the given pressure level. Since it is unlikely to happen in practice that the dimensioning of the outlet elements and the required discharge are contradictory, the reference to the dependence on the storage capacity content is rather theoretical but necessary to derive general laws.&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/12/en&amp;diff=12412&amp;oldid=prev</id>
		<title>T.Schnellbach am 24. März 2021 um 11:24 Uhr</title>
		<link rel="alternate" type="text/html" href="https://www.talsim.de/docs/index.php?title=Translations:Betriebsregeltypen/12/en&amp;diff=12412&amp;oldid=prev"/>
		<updated>2021-03-24T11:24:21Z</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, 13:24 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 specification of a minimum or maximum charge is based on requirements &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;in the underflow &lt;/del&gt;of a reservoir. The &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;maximum &lt;/del&gt;discharge is &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;often &lt;/del&gt;based on the discharge &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;of &lt;/del&gt;a critical, &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;lower lying water &lt;/del&gt;cross section. Consequently, a &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;clear &lt;/del&gt;hydraulic method exists for its determination. In contrast, there is no clear guideline for the minimum discharge. Often &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;certain &lt;/del&gt;ratios of MNQ or MQ are used. Independent of &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;the determination of &lt;/del&gt;the minimum or maximum discharge&lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;. However&lt;/del&gt;, the &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;dependence on &lt;/del&gt;the &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;capacity &lt;/del&gt;of the &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;discharge &lt;/del&gt;elements&lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;, described above as a principle, &lt;/del&gt;is applied. &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;Minimum &lt;/del&gt;and maximum discharge can only be discharged if the capacity &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;of the outlets &lt;/del&gt;is sufficient at the given pressure &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;head&lt;/del&gt;. Since it is unlikely to happen in practice that the dimensioning of the outlet elements and the required discharge are contradictory, the reference to the dependence on the storage capacity content is rather theoretical&lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;, &lt;/del&gt;but necessary &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;for the derivation of &lt;/del&gt;general laws.&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 specification of a minimum or maximum charge is based on requirements &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;downstream &lt;/ins&gt;of a reservoir. The &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;maximal &lt;/ins&gt;discharge is based on the discharge &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;respective to &lt;/ins&gt;a critical, &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;downstream &lt;/ins&gt;cross&lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;-&lt;/ins&gt;section. Consequently, a hydraulic method exists for its determination. In contrast, there is no clear guideline for the minimum discharge. Often&lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;, &lt;/ins&gt;ratios of MNQ or MQ are used. Independent of &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;determining &lt;/ins&gt;the minimum or maximum discharge, the &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;principle of &lt;/ins&gt;the &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;verification &lt;/ins&gt;of the &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;physical limits of outlet &lt;/ins&gt;elements is applied. &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;So, minimum &lt;/ins&gt;and maximum discharge can only be discharged if the &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;outlet &lt;/ins&gt;capacity is sufficient at the given pressure &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;level&lt;/ins&gt;. Since it is unlikely to happen in practice that the dimensioning of the outlet elements and the required discharge are contradictory, the reference to the dependence on the storage capacity content is rather theoretical but necessary &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;to derive &lt;/ins&gt;general laws.&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/12/en&amp;diff=8307&amp;oldid=prev</id>
		<title>Ferrao am 25. November 2020 um 15:57 Uhr</title>
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		<updated>2020-11-25T15:57:27Z</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, 17:57 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 specification of a minimum or maximum charge is based on requirements in the underflow of a reservoir. The maximum discharge is often based on the discharge of a critical, lower lying water cross section. Consequently, a clear hydraulic method exists for its determination. In contrast, there is no clear guideline for the minimum discharge. Often certain ratios of MNQ or MQ are used. Independent of the determination of the minimum or maximum discharge&lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;, however&lt;/del&gt;, the &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;principle of &lt;/del&gt;dependence on the capacity of the discharge &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;organs&lt;/del&gt;, described above as a principle, &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;applies&lt;/del&gt;. Minimum and maximum discharge can only be discharged if the capacity of the outlets is sufficient at the given pressure head. Since it is unlikely to happen in practice that the dimensioning of the outlet elements and the required discharge are contradictory, the reference to the dependence on the storage capacity content is rather theoretical, but necessary for the derivation of general laws.&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 specification of a minimum or maximum charge is based on requirements in the underflow of a reservoir. The maximum discharge is often based on the discharge of a critical, lower lying water cross section. Consequently, a clear hydraulic method exists for its determination. In contrast, there is no clear guideline for the minimum discharge. Often certain ratios of MNQ or MQ are used. Independent of the determination of the minimum or maximum discharge&lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;. However&lt;/ins&gt;, the dependence on the capacity of the discharge &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;elements&lt;/ins&gt;, described above as a principle, &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;is applied&lt;/ins&gt;. Minimum and maximum discharge can only be discharged if the capacity of the outlets is sufficient at the given pressure head. Since it is unlikely to happen in practice that the dimensioning of the outlet elements and the required discharge are contradictory, the reference to the dependence on the storage capacity content is rather theoretical, but necessary for the derivation of general laws.&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/12/en&amp;diff=8088&amp;oldid=prev</id>
		<title>Ferrao: Die Seite wurde neu angelegt: „* Dependence: :The specification of a minimum or maximum charge is based on requirements in the underflow of a reservoir. The maximum discharge is often based…“</title>
		<link rel="alternate" type="text/html" href="https://www.talsim.de/docs/index.php?title=Translations:Betriebsregeltypen/12/en&amp;diff=8088&amp;oldid=prev"/>
		<updated>2020-11-25T11:03:02Z</updated>

		<summary type="html">&lt;p&gt;Die Seite wurde neu angelegt: „* Dependence: :The specification of a minimum or maximum charge is based on requirements in the underflow of a reservoir. The maximum discharge is often based…“&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 specification of a minimum or maximum charge is based on requirements in the underflow of a reservoir. The maximum discharge is often based on the discharge of a critical, lower lying water cross section. Consequently, a clear hydraulic method exists for its determination. In contrast, there is no clear guideline for the minimum discharge. Often certain ratios of MNQ or MQ are used. Independent of the determination of the minimum or maximum discharge, however, the principle of dependence on the capacity of the discharge organs, described above as a principle, applies. Minimum and maximum discharge can only be discharged if the capacity of the outlets is sufficient at the given pressure head. Since it is unlikely to happen in practice that the dimensioning of the outlet elements and the required discharge are contradictory, the reference to the dependence on the storage capacity content is rather theoretical, but necessary for the derivation of general laws.&lt;/div&gt;</summary>
		<author><name>Ferrao</name></author>
	</entry>
</feed>