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	<id>https://damtoolbox.org/index.php?action=history&amp;feed=atom&amp;title=Discharge_Characteristics_of_Broad-Crested_Weirs_%28GSC-397%29</id>
	<title>Discharge Characteristics of Broad-Crested Weirs (GSC-397) - Revision history</title>
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	<updated>2026-04-08T15:50:55Z</updated>
	<subtitle>Revision history for this page on the wiki</subtitle>
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	<entry>
		<id>https://damtoolbox.org/index.php?title=Discharge_Characteristics_of_Broad-Crested_Weirs_(GSC-397)&amp;diff=6738&amp;oldid=prev</id>
		<title>Ceby at 16:37, 6 April 2023</title>
		<link rel="alternate" type="text/html" href="https://damtoolbox.org/index.php?title=Discharge_Characteristics_of_Broad-Crested_Weirs_(GSC-397)&amp;diff=6738&amp;oldid=prev"/>
		<updated>2023-04-06T16:37:43Z</updated>

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				&lt;td colspan=&quot;2&quot; style=&quot;background-color: #fff; color: #202122; text-align: center;&quot;&gt;Revision as of 16:37, 6 April 2023&lt;/td&gt;
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		<author><name>Ceby</name></author>
	</entry>
	<entry>
		<id>https://damtoolbox.org/index.php?title=Discharge_Characteristics_of_Broad-Crested_Weirs_(GSC-397)&amp;diff=6734&amp;oldid=prev</id>
		<title>Janesmith at 16:27, 6 April 2023</title>
		<link rel="alternate" type="text/html" href="https://damtoolbox.org/index.php?title=Discharge_Characteristics_of_Broad-Crested_Weirs_(GSC-397)&amp;diff=6734&amp;oldid=prev"/>
		<updated>2023-04-06T16:27:08Z</updated>

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				&lt;td colspan=&quot;2&quot; style=&quot;background-color: #fff; color: #202122; text-align: center;&quot;&gt;Revision as of 16:27, 6 April 2023&lt;/td&gt;
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		<author><name>Janesmith</name></author>
	</entry>
	<entry>
		<id>https://damtoolbox.org/index.php?title=Discharge_Characteristics_of_Broad-Crested_Weirs_(GSC-397)&amp;diff=5976&amp;oldid=prev</id>
		<title>Grichards at 00:24, 17 December 2022</title>
		<link rel="alternate" type="text/html" href="https://damtoolbox.org/index.php?title=Discharge_Characteristics_of_Broad-Crested_Weirs_(GSC-397)&amp;diff=5976&amp;oldid=prev"/>
		<updated>2022-12-17T00:24:32Z</updated>

		<summary type="html">&lt;p&gt;&lt;/p&gt;
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				&lt;td colspan=&quot;2&quot; style=&quot;background-color: #fff; color: #202122; text-align: center;&quot;&gt;Revision as of 00:24, 17 December 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-l15&quot;&gt;Line 15:&lt;/td&gt;
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&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;|link=  &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;|link=  &lt;/div&gt;&lt;/td&gt;&lt;/tr&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;https://&lt;del style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;damsafetytoolbox&lt;/del&gt;.org/images/9/90/GSC397.pdf&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;https://&lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;damtoolbox&lt;/ins&gt;.org/images/9/90/GSC397.pdf&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
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&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;|abstract=  &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;|abstract=  &lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;/table&gt;</summary>
		<author><name>Grichards</name></author>
	</entry>
	<entry>
		<id>https://damtoolbox.org/index.php?title=Discharge_Characteristics_of_Broad-Crested_Weirs_(GSC-397)&amp;diff=5408&amp;oldid=prev</id>
		<title>Rmanwaring at 20:21, 13 December 2022</title>
		<link rel="alternate" type="text/html" href="https://damtoolbox.org/index.php?title=Discharge_Characteristics_of_Broad-Crested_Weirs_(GSC-397)&amp;diff=5408&amp;oldid=prev"/>
		<updated>2022-12-13T20:21:29Z</updated>

		<summary type="html">&lt;p&gt;&lt;/p&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 20:21, 13 December 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-l15&quot;&gt;Line 15:&lt;/td&gt;
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&lt;/table&gt;</summary>
		<author><name>Rmanwaring</name></author>
	</entry>
	<entry>
		<id>https://damtoolbox.org/index.php?title=Discharge_Characteristics_of_Broad-Crested_Weirs_(GSC-397)&amp;diff=2040&amp;oldid=prev</id>
		<title>Camrenbt: Created page with &quot;{{References Template  |author=  &lt;!-- Add author/publisher below--&gt; U.S. Geological Survey  |date= &lt;!-- Add publication year --&gt; 1967  |picture=  &lt;!--create a file below in format File:example.png, then add picture to that file--&gt; File:GSC397.jpg  |link=  &lt;!-- Add Url to document below (To retrieve URL from a pdf, add document as a pdf file and copy link address from its page--&gt; https://3.238.206.13/images/9/90/GSC397.pdf  |abstract=  &lt;!-- Add document summary--&gt; Frequen...&quot;</title>
		<link rel="alternate" type="text/html" href="https://damtoolbox.org/index.php?title=Discharge_Characteristics_of_Broad-Crested_Weirs_(GSC-397)&amp;diff=2040&amp;oldid=prev"/>
		<updated>2022-07-25T17:23:22Z</updated>

		<summary type="html">&lt;p&gt;Created page with &amp;quot;{{References Template  |author=  &amp;lt;!-- Add author/publisher below--&amp;gt; U.S. Geological Survey  |date= &amp;lt;!-- Add publication year --&amp;gt; 1967  |picture=  &amp;lt;!--create a file below in format File:example.png, then add picture to that file--&amp;gt; File:GSC397.jpg  |link=  &amp;lt;!-- Add Url to document below (To retrieve URL from a pdf, add document as a pdf file and copy link address from its page--&amp;gt; https://3.238.206.13/images/9/90/GSC397.pdf  |abstract=  &amp;lt;!-- Add document summary--&amp;gt; Frequen...&amp;quot;&lt;/p&gt;
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1967&lt;br /&gt;
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Frequently, so-called indirect methods of discharge measurement are the only practicable means of obtaining the magnitude of a peak flood flow past a given site. These determinations are based on the water surface profile, usually defined from high watermarks, and upon the geometry and hydraulic characteristics of the channel. If a transition structure, such as a dam or abrupt channel constriction, is used as the measuring device, the geometry of the structure also affects the water surface profile for a given discharge. For this reason, a knowledge of the head discharge relation for a given weir or spillway may prove invaluable for the determination of an important flood peak which could not be otherwise measured. &lt;br /&gt;
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This report deals only with the broad-crested weir form. This study is based on existing data on flow over broad-crested weirs, and no new experimental work is involved. It has not been possible to answer many questions which arise. For example, sufficient data have not been published to define the effect of angularity of crest to direction of flow, of gates and piers, of end abutments, and so on. The question of submergence has also been considered in only a very general manner. &lt;br /&gt;
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		<author><name>Camrenbt</name></author>
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