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	<title>Translations:Niederschlag-Abfluss-Modell/2/en - Versionsgeschichte</title>
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	<updated>2026-04-20T22:45:37Z</updated>
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	<entry>
		<id>https://www.talsim.de/docs/index.php?title=Translations:Niederschlag-Abfluss-Modell/2/en&amp;diff=7921&amp;oldid=prev</id>
		<title>Froehlich am 25. November 2020 um 08:03 Uhr</title>
		<link rel="alternate" type="text/html" href="https://www.talsim.de/docs/index.php?title=Translations:Niederschlag-Abfluss-Modell/2/en&amp;diff=7921&amp;oldid=prev"/>
		<updated>2020-11-25T08:03:06Z</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, 10:03 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;A rainfall-runoff model calculates the water balance of a hydrological catchment area. The most important output is the runoff at the outlet of the catchment area in response to the precipitation in the catchment area. The simulation can be event-based or continuous.&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;A rainfall-runoff model calculates the water balance of a hydrological catchment area. The most important output is the runoff at the outlet of the catchment area in response to the precipitation in the catchment area. The simulation can be event-based or continuous.&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class=&quot;diff-marker&quot; data-marker=&quot;−&quot;&gt;&lt;/td&gt;&lt;td style=&quot;color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #ffe49c; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;In Talsim-NG the rainfall-runoff module is integrated into the [[Special:MyLanguage/Einzugsgebiet|&lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;Sub&lt;/del&gt;-basin]] system element. Basically, all relevant physical processes of water storage and movement within the catchment area can be modeled (evaporation, snow accumulation and melting, 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;In Talsim-NG the rainfall-runoff module is integrated into the [[Special:MyLanguage/Einzugsgebiet|&lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;sub&lt;/ins&gt;-basin]] system element. Basically, all relevant physical processes of water storage and movement within the catchment area can be modeled (evaporation, snow accumulation and melting, soil moisture, etc.).&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;Different calculation approaches are implemented and allow, depending on the given problem and data situation, to choose from simple, strongly abstracted approaches (e.g. discharge coefficient method) up to complex physically based approaches (e.g. [[Special:MyLanguage/Einzugsgebiet#Bodenfeuchtesimulation|&lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;Soil &lt;/del&gt;moisture simulation]]).&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;Different calculation approaches are implemented and allow, depending on the given problem and data situation, to choose from simple, strongly abstracted approaches (e.g. discharge coefficient method) up to complex physically based approaches (e.g. [[Special:MyLanguage/Einzugsgebiet#Bodenfeuchtesimulation|&lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;soil &lt;/ins&gt;moisture simulation]]).&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;A detailed description of the calculation approaches can be found directly on the page of the [[Special:MyLanguage/Einzugsgebiet|&lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;Sub&lt;/del&gt;-basin]] system element.&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;A detailed description of the calculation approaches can be found directly on the page of the [[Special:MyLanguage/Einzugsgebiet|&lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;sub&lt;/ins&gt;-basin]] system element.&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;/table&gt;</summary>
		<author><name>Froehlich</name></author>
	</entry>
	<entry>
		<id>https://www.talsim.de/docs/index.php?title=Translations:Niederschlag-Abfluss-Modell/2/en&amp;diff=7919&amp;oldid=prev</id>
		<title>Froehlich am 25. November 2020 um 08:02 Uhr</title>
		<link rel="alternate" type="text/html" href="https://www.talsim.de/docs/index.php?title=Translations:Niederschlag-Abfluss-Modell/2/en&amp;diff=7919&amp;oldid=prev"/>
		<updated>2020-11-25T08:02:38Z</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;
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				&lt;col class=&quot;diff-content&quot; /&gt;
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				&lt;col class=&quot;diff-content&quot; /&gt;
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				&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, 10:02 Uhr&lt;/td&gt;
				&lt;/tr&gt;&lt;tr&gt;&lt;td colspan=&quot;2&quot; class=&quot;diff-lineno&quot; id=&quot;mw-diff-left-l1&quot;&gt;Zeile 1:&lt;/td&gt;
&lt;td colspan=&quot;2&quot; class=&quot;diff-lineno&quot;&gt;Zeile 1:&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class=&quot;diff-marker&quot; 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;In a &lt;/del&gt;rainfall-runoff model the water balance of a hydrological catchment area &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;is calculated&lt;/del&gt;. The most important output is the runoff at the outlet of the catchment area in response to the &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;areal &lt;/del&gt;precipitation &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;fallen &lt;/del&gt;in the catchment area. The &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;consideration &lt;/del&gt;can be event-based or continuous.&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;A &lt;/ins&gt;rainfall-runoff model &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;calculates &lt;/ins&gt;the water balance of a hydrological catchment area. The most important output is the runoff at the outlet of the catchment area in response to the precipitation in the catchment area. The &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;simulation &lt;/ins&gt;can be event-based or continuous.&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class=&quot;diff-marker&quot; data-marker=&quot;−&quot;&gt;&lt;/td&gt;&lt;td style=&quot;color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #ffe49c; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;In Talsim-NG the &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;precipitation&lt;/del&gt;-runoff &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;model &lt;/del&gt;is integrated into the &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;system element &lt;/del&gt;[[Special:MyLanguage/Einzugsgebiet|&lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;Catchment Area&lt;/del&gt;]]. Basically, all &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;essential &lt;/del&gt;physical processes of water storage and movement within the catchment area can be modeled (evaporation, snow accumulation and melting, 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;In Talsim-NG the &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;rainfall&lt;/ins&gt;-runoff &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;module &lt;/ins&gt;is integrated into the [[Special:MyLanguage/Einzugsgebiet|&lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;Sub-basin&lt;/ins&gt;]] &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;system element&lt;/ins&gt;. Basically, all &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;relevant &lt;/ins&gt;physical processes of water storage and movement within the catchment area can be modeled (evaporation, snow accumulation and melting, soil moisture, etc.).&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;Different calculation approaches are implemented and allow, depending on the given problem and data situation, to choose from simple, strongly abstracted approaches (e.g. discharge coefficient method) up to complex physically based approaches (e.g. [[Special:MyLanguage/Einzugsgebiet#Bodenfeuchtesimulation|Soil &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;Moisture Simulation&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;Different calculation approaches are implemented and allow, depending on the given problem and data situation, to choose from simple, strongly abstracted approaches (e.g. discharge coefficient method) up to complex physically based approaches (e.g. [[Special:MyLanguage/Einzugsgebiet#Bodenfeuchtesimulation|Soil &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;moisture simulation&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;A detailed description of the calculation approaches can be found directly on the page of the &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;system element &lt;/del&gt;[[Special:MyLanguage/Einzugsgebiet|&lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;Catchment Area&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;A detailed description of the calculation approaches can be found directly on the page of the [[Special:MyLanguage/Einzugsgebiet|&lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;Sub-basin&lt;/ins&gt;]] &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;system element&lt;/ins&gt;.&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;/table&gt;</summary>
		<author><name>Froehlich</name></author>
	</entry>
	<entry>
		<id>https://www.talsim.de/docs/index.php?title=Translations:Niederschlag-Abfluss-Modell/2/en&amp;diff=5791&amp;oldid=prev</id>
		<title>Ferrao am 7. Oktober 2020 um 11:18 Uhr</title>
		<link rel="alternate" type="text/html" href="https://www.talsim.de/docs/index.php?title=Translations:Niederschlag-Abfluss-Modell/2/en&amp;diff=5791&amp;oldid=prev"/>
		<updated>2020-10-07T11:18:12Z</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;
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				&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 7. Oktober 2020, 13:18 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;In a rainfall-runoff model the water balance of a hydrological catchment area is calculated. The most important output is the runoff at the outlet of the catchment area in response to the areal precipitation fallen in the catchment area. The consideration can be event-based or continuous.&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;In a rainfall-runoff model the water balance of a hydrological catchment area is calculated. The most important output is the runoff at the outlet of the catchment area in response to the areal precipitation fallen in the catchment area. The consideration can be event-based or continuous.&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;In Talsim-NG the precipitation-runoff model is integrated into the system element [[Special:MyLanguage/Einzugsgebiet|Catchment Area]]. Basically, all essential physical processes of water storage and movement within the catchment area can be modeled (evaporation, snow accumulation and melting, soil moisture, etc.).&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;In Talsim-NG the precipitation-runoff model is integrated into the system element [[Special:MyLanguage/Einzugsgebiet|Catchment Area]]. Basically, all essential physical processes of water storage and movement within the catchment area can be modeled (evaporation, snow accumulation and melting, soil moisture, etc.).&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;Different calculation approaches are implemented and allow, depending on the given problem and data situation, to choose from simple, strongly abstracted approaches (e.g. discharge coefficient method) up to complex physically based approaches (e.g. [[Special:MyLanguage/Einzugsgebiet#Bodenfeuchtesimulation|Soil Moisture Simulation]].&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;Different calculation approaches are implemented and allow, depending on the given problem and data situation, to choose from simple, strongly abstracted approaches (e.g. discharge coefficient method) up to complex physically based approaches (e.g. [[Special:MyLanguage/Einzugsgebiet#Bodenfeuchtesimulation|Soil Moisture Simulation]]&lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;)&lt;/ins&gt;.&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;A detailed description of the calculation approaches can be found directly on the page of the system element [[Special:MyLanguage/Einzugsgebiet|Catchment Area]].&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;A detailed description of the calculation approaches can be found directly on the page of the system element [[Special:MyLanguage/Einzugsgebiet|Catchment Area]].&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:Niederschlag-Abfluss-Modell/2/en&amp;diff=5789&amp;oldid=prev</id>
		<title>Ferrao am 7. Oktober 2020 um 09:37 Uhr</title>
		<link rel="alternate" type="text/html" href="https://www.talsim.de/docs/index.php?title=Translations:Niederschlag-Abfluss-Modell/2/en&amp;diff=5789&amp;oldid=prev"/>
		<updated>2020-10-07T09:37:20Z</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;
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				&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 7. Oktober 2020, 11:37 Uhr&lt;/td&gt;
				&lt;/tr&gt;&lt;tr&gt;&lt;td colspan=&quot;2&quot; class=&quot;diff-lineno&quot; id=&quot;mw-diff-left-l2&quot;&gt;Zeile 2:&lt;/td&gt;
&lt;td colspan=&quot;2&quot; class=&quot;diff-lineno&quot;&gt;Zeile 2:&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;In Talsim-NG the precipitation-runoff model is integrated into the system element [[Special:MyLanguage/Einzugsgebiet|Catchment Area]]. Basically, all essential physical processes of water storage and movement within the catchment area can be modeled (evaporation, snow accumulation and melting, soil moisture, etc.).&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;In Talsim-NG the precipitation-runoff model is integrated into the system element [[Special:MyLanguage/Einzugsgebiet|Catchment Area]]. Basically, all essential physical processes of water storage and movement within the catchment area can be modeled (evaporation, snow accumulation and melting, soil moisture, etc.).&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;Different calculation approaches are implemented and allow, depending on the given problem and data situation, to choose from simple, strongly abstracted approaches (e.g. discharge coefficient method) up to complex physically based approaches (e.g. [[Special:MyLanguage/Einzugsgebiet#Bodenfeuchtesimulation|Soil Moisture Simulation]].&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;Different calculation approaches are implemented and allow, depending on the given problem and data situation, to choose from simple, strongly abstracted approaches (e.g. discharge coefficient method) up to complex physically based approaches (e.g. [[Special:MyLanguage/Einzugsgebiet#Bodenfeuchtesimulation|Soil Moisture Simulation]].&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;A detailed description of the calculation approaches can be found directly on the page of the system element [[Special:MyLanguage/&lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;Catchment Area&lt;/del&gt;|Catchment Area]].&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;A detailed description of the calculation approaches can be found directly on the page of the system element [[Special:MyLanguage/&lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;Einzugsgebiet&lt;/ins&gt;|Catchment Area]].&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:Niederschlag-Abfluss-Modell/2/en&amp;diff=5787&amp;oldid=prev</id>
		<title>Ferrao am 7. Oktober 2020 um 09:29 Uhr</title>
		<link rel="alternate" type="text/html" href="https://www.talsim.de/docs/index.php?title=Translations:Niederschlag-Abfluss-Modell/2/en&amp;diff=5787&amp;oldid=prev"/>
		<updated>2020-10-07T09:29:03Z</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 7. Oktober 2020, 11:29 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;In a rainfall-runoff model the water balance of a hydrological catchment area is calculated. The most important output is the runoff at the outlet of the catchment area in response to the areal precipitation fallen in the catchment area. The consideration can be event-based or continuous.&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;In a rainfall-runoff model the water balance of a hydrological catchment area is calculated. The most important output is the runoff at the outlet of the catchment area in response to the areal precipitation fallen in the catchment area. The consideration can be event-based or continuous.&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;In Talsim-NG the precipitation-runoff model is integrated into the system element [[Special:MyLanguage/Einzugsgebiet|Catchment Area]]. Basically, all essential physical processes of water storage and movement within the catchment area can be modeled (evaporation, snow accumulation and melting, soil moisture, etc.).&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;In Talsim-NG the precipitation-runoff model is integrated into the system element [[Special:MyLanguage/Einzugsgebiet|Catchment Area]]. Basically, all essential physical processes of water storage and movement within the catchment area can be modeled (evaporation, snow accumulation and melting, soil moisture, etc.).&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;Different calculation approaches are implemented and allow, depending on the given problem and data situation, to choose from simple, strongly abstracted approaches (e.g. discharge coefficient method) up to complex physically based approaches (e.g. [[Special:MyLanguage/&lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;Catchment Area&lt;/del&gt;#&lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;Soil Moisture Simulation&lt;/del&gt;|Soil Moisture Simulation]].&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;Different calculation approaches are implemented and allow, depending on the given problem and data situation, to choose from simple, strongly abstracted approaches (e.g. discharge coefficient method) up to complex physically based approaches (e.g. [[Special:MyLanguage/&lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;Einzugsgebiet&lt;/ins&gt;#&lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;Bodenfeuchtesimulation&lt;/ins&gt;|Soil Moisture Simulation]].&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class=&quot;diff-marker&quot;&gt;&lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;A detailed description of the calculation approaches can be found directly on the page of the system element [[Special:MyLanguage/Catchment Area|Catchment Area]].&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;A detailed description of the calculation approaches can be found directly on the page of the system element [[Special:MyLanguage/Catchment Area|Catchment Area]].&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:Niederschlag-Abfluss-Modell/2/en&amp;diff=5785&amp;oldid=prev</id>
		<title>Ferrao: Die Seite wurde neu angelegt: „In a rainfall-runoff model the water balance of a hydrological catchment area is calculated. The most important output is the runoff at the outlet of the catch…“</title>
		<link rel="alternate" type="text/html" href="https://www.talsim.de/docs/index.php?title=Translations:Niederschlag-Abfluss-Modell/2/en&amp;diff=5785&amp;oldid=prev"/>
		<updated>2020-10-07T09:22:55Z</updated>

		<summary type="html">&lt;p&gt;Die Seite wurde neu angelegt: „In a rainfall-runoff model the water balance of a hydrological catchment area is calculated. The most important output is the runoff at the outlet of the catch…“&lt;/p&gt;
&lt;p&gt;&lt;b&gt;Neue Seite&lt;/b&gt;&lt;/p&gt;&lt;div&gt;In a rainfall-runoff model the water balance of a hydrological catchment area is calculated. The most important output is the runoff at the outlet of the catchment area in response to the areal precipitation fallen in the catchment area. The consideration can be event-based or continuous.&lt;br /&gt;
In Talsim-NG the precipitation-runoff model is integrated into the system element [[Special:MyLanguage/Einzugsgebiet|Catchment Area]]. Basically, all essential physical processes of water storage and movement within the catchment area can be modeled (evaporation, snow accumulation and melting, soil moisture, etc.).&lt;br /&gt;
Different calculation approaches are implemented and allow, depending on the given problem and data situation, to choose from simple, strongly abstracted approaches (e.g. discharge coefficient method) up to complex physically based approaches (e.g. [[Special:MyLanguage/Catchment Area#Soil Moisture Simulation|Soil Moisture Simulation]].&lt;br /&gt;
A detailed description of the calculation approaches can be found directly on the page of the system element [[Special:MyLanguage/Catchment Area|Catchment Area]].&lt;/div&gt;</summary>
		<author><name>Ferrao</name></author>
	</entry>
</feed>