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	<title>Translations:Betriebsregeltypen/50/en - Versionsgeschichte</title>
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	<updated>2026-04-09T12:01:42Z</updated>
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	<entry>
		<id>https://www.talsim.de/docs/index.php?title=Translations:Betriebsregeltypen/50/en&amp;diff=12933&amp;oldid=prev</id>
		<title>Haghani am 30. August 2021 um 10:29 Uhr</title>
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		<updated>2021-08-30T10:29:34Z</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, 12:29 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;:Rule 7, just as rule 6, is a continuation and generalization of the increase of low water as described in rules 5. Just like a discharge deficit at a cross-section or the &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;reservoir &lt;/del&gt;inflow can influence the discharge, any other system state can. In general terms, this means that a discharge from a &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;reservoir &lt;/del&gt;is triggered, increased, or reduced due to a certain system state. Basically, it is irrelevant where the system state occurs. All measurable variables that influence the transport and storage of water can be considered as system states, e.g. the filling of other &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;reservoirs&lt;/del&gt;, discharges, flow regime at a cross-section, a snow depth in the catchment area, current precipitation, or current soil moisture.&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;:Rule 7, just as rule 6, is a continuation and generalization of the increase of low water as described in rules 5. Just like a discharge deficit at a cross-section or the &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;storage &lt;/ins&gt;inflow can influence the discharge, any other system state can. In general terms, this means that a discharge from a &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;storage &lt;/ins&gt;is triggered, increased, or reduced due to a certain system state. Basically, it is irrelevant where the system state occurs. All measurable variables that influence the transport and storage of water can be considered as system states, e.g. the filling of other &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;storages&lt;/ins&gt;, discharges, flow regime at a cross-section, a snow depth in the catchment area, current precipitation, or current soil moisture.&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/50/en&amp;diff=12591&amp;oldid=prev</id>
		<title>T.Schnellbach am 31. März 2021 um 08:52 Uhr</title>
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		<updated>2021-03-31T08:52:48Z</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, 10:52 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;:Rule 7 is a continuation and generalization of the increase of low water as described in &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;rule &lt;/del&gt;5&lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;. Rule 6 also belongs to this category&lt;/del&gt;. Just like a discharge deficit at a cross-section or the reservoir inflow can influence the discharge, any other system state can. In general terms, this means that a discharge from a reservoir is triggered, increased, or reduced due to a certain system state. Basically, it is irrelevant where the system state occurs. All measurable variables that influence the transport and storage of water can be considered as system states, e.g. the filling of other reservoirs, discharges, flow regime at a cross-section, a snow depth in the catchment area, current precipitation, or current soil moisture.&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;:Rule 7&lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;, just as rule 6, &lt;/ins&gt;is a continuation and generalization of the increase of low water as described in &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;rules &lt;/ins&gt;5. Just like a discharge deficit at a cross-section or the reservoir inflow can influence the discharge, any other system state can. In general terms, this means that a discharge from a reservoir is triggered, increased, or reduced due to a certain system state. Basically, it is irrelevant where the system state occurs. All measurable variables that influence the transport and storage of water can be considered as system states, e.g. the filling of other reservoirs, discharges, flow regime at a cross-section, a snow depth in the catchment area, current precipitation, or current soil moisture.&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/50/en&amp;diff=12589&amp;oldid=prev</id>
		<title>T.Schnellbach am 31. März 2021 um 08:51 Uhr</title>
		<link rel="alternate" type="text/html" href="https://www.talsim.de/docs/index.php?title=Translations:Betriebsregeltypen/50/en&amp;diff=12589&amp;oldid=prev"/>
		<updated>2021-03-31T08:51:42Z</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;
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				&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, 10:51 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;:Rule 7 is a continuation and generalization of the low water &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;elevation &lt;/del&gt;as described in rule 5. Rule 6 also &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;falls under &lt;/del&gt;this &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;heading&lt;/del&gt;. Just &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;as &lt;/del&gt;a discharge deficit at a &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;watercourse &lt;/del&gt;cross-section or the reservoir inflow can influence &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;a &lt;/del&gt;discharge, any other system &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;conditions &lt;/del&gt;can &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;also influence the possible discharge&lt;/del&gt;. In general terms, this means that a discharge from a reservoir is triggered, increased or reduced due to a certain system state. Basically it is irrelevant where the system state occurs. &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;In principle, all &lt;/del&gt;measurable variables that influence the transport and storage of water can be considered as system states, e.g. &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;fillings &lt;/del&gt;of other reservoirs, discharges, &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;runoff &lt;/del&gt;at a &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;watercourse &lt;/del&gt;cross-section, a snow depth in the catchment area, current precipitation, current soil moisture&lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;, etc&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;:Rule 7 is a continuation and generalization of the &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;increase of &lt;/ins&gt;low water as described in rule 5. Rule 6 also &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;belongs to &lt;/ins&gt;this &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;category&lt;/ins&gt;. Just &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;like &lt;/ins&gt;a discharge deficit at a cross-section or the reservoir inflow can influence &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;the &lt;/ins&gt;discharge, any other system &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;state &lt;/ins&gt;can. In general terms, this means that a discharge from a reservoir is triggered, increased&lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;, &lt;/ins&gt;or reduced due to a certain system state. Basically&lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;, &lt;/ins&gt;it is irrelevant where the system state occurs. &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;All &lt;/ins&gt;measurable variables that influence the transport and storage of water can be considered as system states, e.g. &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;the filling &lt;/ins&gt;of other reservoirs, discharges, &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;flow regime &lt;/ins&gt;at a cross-section, a snow depth in the catchment area, current precipitation, &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;or &lt;/ins&gt;current soil moisture.&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/50/en&amp;diff=8733&amp;oldid=prev</id>
		<title>Ferrao am 26. November 2020 um 15:01 Uhr</title>
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		<updated>2020-11-26T15:01:08Z</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, 17:01 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;Rule 7 is a continuation and generalization of the low water elevation as described in rule 5. Rule 6 also falls under this heading. Just as a discharge deficit at a watercourse cross-section or the reservoir inflow can influence a discharge, any other system conditions can also influence the possible discharge. In general terms, this means that a discharge from a reservoir is triggered, increased or reduced due to a certain system state. Basically it is irrelevant where the system state occurs. In principle, all measurable variables that influence the transport and storage of water can be considered as system states, e.g. fillings of other reservoirs, discharges, runoff at a watercourse cross-section, a snow depth in the catchment area, current precipitation, current soil moisture, etc.&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;Rule 7 is a continuation and generalization of the low water elevation as described in rule 5. Rule 6 also falls under this heading. Just as a discharge deficit at a watercourse cross-section or the reservoir inflow can influence a discharge, any other system conditions can also influence the possible discharge. In general terms, this means that a discharge from a reservoir is triggered, increased or reduced due to a certain system state. Basically it is irrelevant where the system state occurs. In principle, all measurable variables that influence the transport and storage of water can be considered as system states, e.g. fillings of other reservoirs, discharges, runoff at a watercourse cross-section, a snow depth in the catchment area, current precipitation, current soil moisture, etc.&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/50/en&amp;diff=8618&amp;oldid=prev</id>
		<title>Ferrao: Die Seite wurde neu angelegt: „* Dependence: Rule 7 is a continuation and generalization of the low water elevation as described in rule 5. Rule 6 also falls under this heading. Just as a di…“</title>
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		<updated>2020-11-26T14:01:43Z</updated>

		<summary type="html">&lt;p&gt;Die Seite wurde neu angelegt: „* Dependence: Rule 7 is a continuation and generalization of the low water elevation as described in rule 5. Rule 6 also falls under this heading. Just as a di…“&lt;/p&gt;
&lt;p&gt;&lt;b&gt;Neue Seite&lt;/b&gt;&lt;/p&gt;&lt;div&gt;* Dependence:&lt;br /&gt;
Rule 7 is a continuation and generalization of the low water elevation as described in rule 5. Rule 6 also falls under this heading. Just as a discharge deficit at a watercourse cross-section or the reservoir inflow can influence a discharge, any other system conditions can also influence the possible discharge. In general terms, this means that a discharge from a reservoir is triggered, increased or reduced due to a certain system state. Basically it is irrelevant where the system state occurs. In principle, all measurable variables that influence the transport and storage of water can be considered as system states, e.g. fillings of other reservoirs, discharges, runoff at a watercourse cross-section, a snow depth in the catchment area, current precipitation, current soil moisture, etc.&lt;/div&gt;</summary>
		<author><name>Ferrao</name></author>
	</entry>
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