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	<id>http://wiki.baw.de/en/index.php?action=history&amp;feed=atom&amp;title=Measuring_groundwater_level_and_pressure</id>
	<title>Measuring groundwater level and pressure - Revision history</title>
	<link rel="self" type="application/atom+xml" href="http://wiki.baw.de/en/index.php?action=history&amp;feed=atom&amp;title=Measuring_groundwater_level_and_pressure"/>
	<link rel="alternate" type="text/html" href="http://wiki.baw.de/en/index.php?title=Measuring_groundwater_level_and_pressure&amp;action=history"/>
	<updated>2026-04-14T20:38:41Z</updated>
	<subtitle>Revision history for this page on the wiki</subtitle>
	<generator>MediaWiki 1.43.5</generator>
	<entry>
		<id>http://wiki.baw.de/en/index.php?title=Measuring_groundwater_level_and_pressure&amp;diff=15250&amp;oldid=prev</id>
		<title>127.0.0.1: The LinkTitles extension automatically added links to existing pages (&lt;a target=&quot;_blank&quot; rel=&quot;nofollow noreferrer noopener&quot; class=&quot;external free&quot; href=&quot;https://github.com/bovender/LinkTitles&quot;&gt;https://github.com/bovender/LinkTitles&lt;/a&gt;).</title>
		<link rel="alternate" type="text/html" href="http://wiki.baw.de/en/index.php?title=Measuring_groundwater_level_and_pressure&amp;diff=15250&amp;oldid=prev"/>
		<updated>2022-10-21T10:13:13Z</updated>

		<summary type="html">&lt;p&gt;The LinkTitles extension automatically added links to existing pages (&amp;lt;a target=&amp;quot;_blank&amp;quot; rel=&amp;quot;nofollow noreferrer noopener&amp;quot; class=&amp;quot;external free&amp;quot; href=&amp;quot;https://github.com/bovender/LinkTitles&amp;quot;&amp;gt;https://github.com/bovender/LinkTitles&amp;lt;/a&amp;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;← Older revision&lt;/td&gt;
				&lt;td colspan=&quot;2&quot; style=&quot;background-color: #fff; color: #202122; text-align: center;&quot;&gt;Revision as of 10:13, 21 October 2022&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;Line 1:&lt;/td&gt;
&lt;td colspan=&quot;2&quot; class=&quot;diff-lineno&quot;&gt;Line 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;[[File:04_G_Messungen_01.jpg|200px|thumb|right|Measuring system [[Installation|installed]] in the bottom of a drained lock chamber]]Groundwater level and pressure are measured in order to assess the groundwater conditions in the vicinity of the federal waterways. These measurements form the basis for predicting changes to groundwater conditions caused by construction measures within the framework of hydrogeological expert reports, for determining groundwater pressure and flow actions on concrete and earthwork structures or excavation pits, for collecting groundwater evidence and for monitoring the groundwater around structures.&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;[[File:04_G_Messungen_01.jpg|200px|thumb|right|Measuring system [[Installation|installed]] in the bottom of a drained &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;[[&lt;/ins&gt;lock&lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;]] &lt;/ins&gt;chamber]]Groundwater level and pressure are measured in order to assess the groundwater conditions in the vicinity of the federal waterways. These measurements form the basis for predicting changes to groundwater conditions caused by construction measures within the framework of hydrogeological expert reports, for determining groundwater pressure and flow actions on concrete and earthwork structures or excavation pits, for collecting groundwater evidence and for &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;[[&lt;/ins&gt;monitoring&lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;]] &lt;/ins&gt;the groundwater around structures.&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;br&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;br&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;Groundwater level and pressure measurements can be taken in open or closed groundwater observation wells. Open groundwater observation wells are used for soils or rock with medium to high hydraulic conductivity. They consist of a filter and a standpipe that extends to the ground surface and that enables atmospheric pressure to be compensated for. In open groundwater observation wells, the water level in the standpipe is measured either manually using a light plummet or automatically by means of a pressure transducer in the standpipe, with the measurements being stored on a data logger. However, they are only of limited use when it comes to measuring rapid changes of pore water pressure in less [[Permeability|permeable]] soils or rock, in which case closed groundwater observation wells are used. These consist of a pressure transducer surrounded by a sealed filter zone, which is fitted directly into the ground. The measured data are recorded by a data logger [[Installation|installed]] on the ground surface.&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;Groundwater level and pressure measurements can be taken in open or closed groundwater observation wells. Open groundwater observation wells are used for soils or rock with medium to high hydraulic conductivity. They consist of a &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;[[&lt;/ins&gt;filter&lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;]] &lt;/ins&gt;and a standpipe that extends to the ground surface and that enables &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;[[&lt;/ins&gt;atmospheric pressure&lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;]] &lt;/ins&gt;to be compensated for. In open groundwater observation wells, the &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;[[&lt;/ins&gt;water level&lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;]] &lt;/ins&gt;in the standpipe is measured either manually using a &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;[[&lt;/ins&gt;light&lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;]] &lt;/ins&gt;plummet or automatically by means of a pressure transducer in the standpipe, with the measurements being stored on a data logger. However, they are only of limited use when it comes to measuring rapid changes of pore water pressure in less [[Permeability|permeable]] soils or rock, in which case closed groundwater observation wells are used. These consist of a pressure transducer surrounded by a sealed &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;[[&lt;/ins&gt;filter&lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;]] &lt;/ins&gt;zone, which is fitted directly into the ground. The measured data are recorded by a data logger [[Installation|installed]] on the ground surface.&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;br&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;br&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;BAW creates detailed project-specific guidelines for the selection and development of the groundwater measuring system together with appropriate procedures in accordance with local conditions and the necessary data. It monitors the preparation of the measuring wells and the installation of the measuring technology and analyses the measurements. Specific measurement systems are developed for particular requirements (e.g. measuring groundwater pressure under [[Weir|weirs]] and lock beds).&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;BAW creates detailed project-specific guidelines for the selection and development of the groundwater measuring system together with appropriate procedures in accordance with local conditions and the necessary data. It monitors the preparation of the measuring wells and the &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;[[&lt;/ins&gt;installation&lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;]] &lt;/ins&gt;of the measuring technology and analyses the measurements. Specific measurement systems are developed for particular requirements (e.g. measuring groundwater pressure under [[Weir|weirs]] and &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;[[&lt;/ins&gt;lock&lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;]] &lt;/ins&gt;beds).&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;br&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;br&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;----&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;----&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;/table&gt;</summary>
		<author><name>127.0.0.1</name></author>
	</entry>
	<entry>
		<id>http://wiki.baw.de/en/index.php?title=Measuring_groundwater_level_and_pressure&amp;diff=14831&amp;oldid=prev</id>
		<title>BAWiki Glossar at 11:20, 20 May 2022</title>
		<link rel="alternate" type="text/html" href="http://wiki.baw.de/en/index.php?title=Measuring_groundwater_level_and_pressure&amp;diff=14831&amp;oldid=prev"/>
		<updated>2022-05-20T11:20:49Z</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;
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				&lt;td colspan=&quot;2&quot; style=&quot;background-color: #fff; color: #202122; text-align: center;&quot;&gt;← Older revision&lt;/td&gt;
				&lt;td colspan=&quot;2&quot; style=&quot;background-color: #fff; color: #202122; text-align: center;&quot;&gt;Revision as of 11:20, 20 May 2022&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;Line 1:&lt;/td&gt;
&lt;td colspan=&quot;2&quot; class=&quot;diff-lineno&quot;&gt;Line 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;[[File:04_G_Messungen_01.jpg|200px|thumb|right|Measuring system installed in the bottom of a drained lock chamber]]Groundwater level and pressure are measured in order to assess the groundwater conditions in the vicinity of the federal waterways. These measurements form the basis for predicting changes to groundwater conditions caused by construction measures within the framework of hydrogeological expert reports, for determining groundwater pressure and flow actions on concrete and earthwork structures or excavation pits, for collecting groundwater evidence and for monitoring the groundwater around structures.&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;[[File:04_G_Messungen_01.jpg|200px|thumb|right|Measuring system &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;[[Installation|&lt;/ins&gt;installed&lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;]] &lt;/ins&gt;in the bottom of a drained lock chamber]]Groundwater level and pressure are measured in order to assess the groundwater conditions in the vicinity of the federal waterways. These measurements form the basis for predicting changes to groundwater conditions caused by construction measures within the framework of hydrogeological expert reports, for determining groundwater pressure and flow actions on concrete and earthwork structures or excavation pits, for collecting groundwater evidence and for monitoring the groundwater around structures.&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;br&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;br&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;Groundwater level and pressure measurements can be taken in open or closed groundwater observation wells. Open groundwater observation wells are used for soils or rock with medium to high hydraulic conductivity. They consist of a filter and a standpipe that extends to the ground surface and that enables atmospheric pressure to be compensated for. In open groundwater observation wells, the water level in the standpipe is measured either manually using a light plummet or automatically by means of a pressure transducer in the standpipe, with the measurements being stored on a data logger. However, they are only of limited use when it comes to measuring rapid changes of pore water pressure in less permeable soils or rock, in which case closed groundwater observation wells are used. These consist of a pressure transducer surrounded by a sealed filter zone, which is fitted directly into the ground. The measured data are recorded by a data logger installed on the ground surface.&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;Groundwater level and pressure measurements can be taken in open or closed groundwater observation wells. Open groundwater observation wells are used for soils or rock with medium to high hydraulic conductivity. They consist of a filter and a standpipe that extends to the ground surface and that enables atmospheric pressure to be compensated for. In open groundwater observation wells, the water level in the standpipe is measured either manually using a light plummet or automatically by means of a pressure transducer in the standpipe, with the measurements being stored on a data logger. However, they are only of limited use when it comes to measuring rapid changes of pore water pressure in less &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;[[Permeability|&lt;/ins&gt;permeable&lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;]] &lt;/ins&gt;soils or rock, in which case closed groundwater observation wells are used. These consist of a pressure transducer surrounded by a sealed filter zone, which is fitted directly into the ground. The measured data are recorded by a data logger &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;[[Installation|&lt;/ins&gt;installed&lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;]] &lt;/ins&gt;on the ground surface.&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;br&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;br&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;BAW creates detailed project-specific guidelines for the selection and development of the groundwater measuring system together with appropriate procedures in accordance with local conditions and the necessary data. It monitors the preparation of the measuring wells and the installation of the measuring technology and analyses the measurements. Specific measurement systems are developed for particular requirements (e.g. measuring groundwater pressure under weirs and lock beds).&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;BAW creates detailed project-specific guidelines for the selection and development of the groundwater measuring system together with appropriate procedures in accordance with local conditions and the necessary data. It monitors the preparation of the measuring wells and the installation of the measuring technology and analyses the measurements. Specific measurement systems are developed for particular requirements (e.g. measuring groundwater pressure under &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;[[Weir|&lt;/ins&gt;weirs&lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;]] &lt;/ins&gt;and lock beds).&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;br&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;br&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;----&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;----&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;/table&gt;</summary>
		<author><name>BAWiki Glossar</name></author>
	</entry>
	<entry>
		<id>http://wiki.baw.de/en/index.php?title=Measuring_groundwater_level_and_pressure&amp;diff=14729&amp;oldid=prev</id>
		<title>BAWiki Glossar at 09:29, 25 March 2022</title>
		<link rel="alternate" type="text/html" href="http://wiki.baw.de/en/index.php?title=Measuring_groundwater_level_and_pressure&amp;diff=14729&amp;oldid=prev"/>
		<updated>2022-03-25T09:29:03Z</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;
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				&lt;td colspan=&quot;2&quot; style=&quot;background-color: #fff; color: #202122; text-align: center;&quot;&gt;← Older revision&lt;/td&gt;
				&lt;td colspan=&quot;2&quot; style=&quot;background-color: #fff; color: #202122; text-align: center;&quot;&gt;Revision as of 09:29, 25 March 2022&lt;/td&gt;
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&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;back to: [[Geotechnical &lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;Engineering Methods&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;back to: [[Geotechnical &lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;measurements&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;----&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;----&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;[[Overview]]  &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;[[Overview]]  &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;[[de:Grundwasserstands- und -druckmessungen]]&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;[[de:Grundwasserstands- und -druckmessungen]]&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;/table&gt;</summary>
		<author><name>BAWiki Glossar</name></author>
	</entry>
	<entry>
		<id>http://wiki.baw.de/en/index.php?title=Measuring_groundwater_level_and_pressure&amp;diff=14728&amp;oldid=prev</id>
		<title>BAWiki Glossar: Created page with &quot;Measuring system installed in the bottom of a drained lock chamberGroundwater level and pressure are measured in order to asse...&quot;</title>
		<link rel="alternate" type="text/html" href="http://wiki.baw.de/en/index.php?title=Measuring_groundwater_level_and_pressure&amp;diff=14728&amp;oldid=prev"/>
		<updated>2022-03-25T09:28:07Z</updated>

		<summary type="html">&lt;p&gt;Created page with &amp;quot;&lt;a href=&quot;/en/index.php?title=File:04_G_Messungen_01.jpg&quot; title=&quot;File:04 G Messungen 01.jpg&quot;&gt;200px|thumb|right|Measuring system installed in the bottom of a drained lock chamber&lt;/a&gt;Groundwater level and pressure are measured in order to asse...&amp;quot;&lt;/p&gt;
&lt;p&gt;&lt;b&gt;New page&lt;/b&gt;&lt;/p&gt;&lt;div&gt;[[File:04_G_Messungen_01.jpg|200px|thumb|right|Measuring system installed in the bottom of a drained lock chamber]]Groundwater level and pressure are measured in order to assess the groundwater conditions in the vicinity of the federal waterways. These measurements form the basis for predicting changes to groundwater conditions caused by construction measures within the framework of hydrogeological expert reports, for determining groundwater pressure and flow actions on concrete and earthwork structures or excavation pits, for collecting groundwater evidence and for monitoring the groundwater around structures.&lt;br /&gt;
&lt;br /&gt;
Groundwater level and pressure measurements can be taken in open or closed groundwater observation wells. Open groundwater observation wells are used for soils or rock with medium to high hydraulic conductivity. They consist of a filter and a standpipe that extends to the ground surface and that enables atmospheric pressure to be compensated for. In open groundwater observation wells, the water level in the standpipe is measured either manually using a light plummet or automatically by means of a pressure transducer in the standpipe, with the measurements being stored on a data logger. However, they are only of limited use when it comes to measuring rapid changes of pore water pressure in less permeable soils or rock, in which case closed groundwater observation wells are used. These consist of a pressure transducer surrounded by a sealed filter zone, which is fitted directly into the ground. The measured data are recorded by a data logger installed on the ground surface.&lt;br /&gt;
&lt;br /&gt;
BAW creates detailed project-specific guidelines for the selection and development of the groundwater measuring system together with appropriate procedures in accordance with local conditions and the necessary data. It monitors the preparation of the measuring wells and the installation of the measuring technology and analyses the measurements. Specific measurement systems are developed for particular requirements (e.g. measuring groundwater pressure under weirs and lock beds).&lt;br /&gt;
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back to: [[Geotechnical Engineering Methods]]&lt;br /&gt;
----&lt;br /&gt;
[[Overview]] &lt;br /&gt;
[[de:Grundwasserstands- und -druckmessungen]]&lt;/div&gt;</summary>
		<author><name>BAWiki Glossar</name></author>
	</entry>
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