https://damtoolbox.org/index.php?action=history&feed=atom&title=Side-Channel_SpillwaysSide-Channel Spillways - Revision history2026-04-11T19:13:16ZRevision history for this page on the wikiMediaWiki 1.40.0https://damtoolbox.org/index.php?title=Side-Channel_Spillways&diff=7128&oldid=prevMpollei@gfnet.com at 19:24, 11 July 20232023-07-11T19:24:12Z<p></p>
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<tr><td class="diff-marker"></td><td style="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;"><div><noautolinks>==Best Practices Resources==</noautolinks></div></td><td class="diff-marker"></td><td style="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;"><div><noautolinks>==Best Practices Resources==</noautolinks></div></td></tr>
<tr><td class="diff-marker" data-marker="−"></td><td style="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;"><div>{{Document Icon}} [[Design Standards No. 14: Appurtenant Structures for Dams (Ch. 3: General Spillway Design Considerations) | Design Standards No. 14: Appurtenant Structures for Dams (Ch. 3: General Spillway Design Considerations), USBR<del style="font-weight: bold; text-decoration: none;">, 2022</del>]]</div></td><td class="diff-marker" data-marker="+"></td><td style="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;"><div>{{Document Icon}} [[Design Standards No. 14: Appurtenant Structures for Dams (Ch. 3: General Spillway Design Considerations) | Design Standards No. 14: Appurtenant Structures for Dams (Ch. 3: General Spillway Design Considerations), USBR]]</div></td></tr>
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</table>Mpollei@gfnet.comhttps://damtoolbox.org/index.php?title=Side-Channel_Spillways&diff=5513&oldid=prevRmanwaring at 23:49, 13 December 20222022-12-13T23:49:02Z<p></p>
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<tr><td class="diff-marker"></td><td style="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;"><div><!-- Delete any sections that are not necessary to your topic. Add pictures/sections as needed --></div></td><td class="diff-marker"></td><td style="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;"><div><!-- Delete any sections that are not necessary to your topic. Add pictures/sections as needed --></div></td></tr>
<tr><td class="diff-marker" data-marker="−"></td><td style="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;"><div>These types of control structures are suited for service and auxiliary [[spillways]]. Bathtub and side-channel control structures should be considered where there is limited space (insufficient space to accommodate a straight or curved ogee crest control structure) and there is adequate rock foundation. Also, these types of spillways are applicable to concrete, embankment, and [[Composite Dams|composite dams]], and they can be gated or ungated. These types of control structures have the potential for large discharge capacity and can be used with conveyance features including chutes, conduits, and [[tunnels]]. However, larger discharges than design levels can result in suppression and/or submergence of the crest and a reduction in the effective crest length. As the effective crest length is reduced, the spillway becomes less efficient (i.e., higher hydraulic heads may not significantly increase the discharge). Larger discharges could lead to downstream “throat” hydraulic control and adverse [[hydraulics]], such as overtopping chute walls or pressurizing conduits or tunnels. A typical consideration is that a hydraulic jump occurs in the control structure before the flow enters the downstream conveyance feature (chute, conduit, or tunnel). This is done to establish a hydraulic control just downstream of the control structure, which facilitates the flow path down the conveyance feature (i.e., minimizes unstable flow in the conveyance features such as standing or cross waves). Examples of bathtub spillways include the service spillways at Reclamation’s Island Park Dam (embankment) and Fontenelle Dam (embankment). Examples of side-channel spillways include the service spillways at Reclamation’s Big Sandy Dam (embankment) and Paonia Dam (embankment).<ref name="DS14">[[Design Standards No. 14: Appurtenant Structures for Dams (Ch. 3: General Spillway Design Considerations) | Design Standards No. 14: Appurtenant Structures for Dams (Ch. 3: General Spillway Design Considerations), USBR, <del style="font-weight: bold; text-decoration: none;">2014</del>]]</ref></div></td><td class="diff-marker" data-marker="+"></td><td style="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;"><div>These types of control structures are suited for service and auxiliary [[spillways]]. Bathtub and side-channel control structures should be considered where there is limited space (insufficient space to accommodate a straight or curved ogee crest control structure) and there is adequate rock foundation. Also, these types of spillways are applicable to concrete, embankment, and [[Composite Dams|composite dams]], and they can be gated or ungated. These types of control structures have the potential for large discharge capacity and can be used with conveyance features including chutes, conduits, and [[tunnels]]. However, larger discharges than design levels can result in suppression and/or submergence of the crest and a reduction in the effective crest length. As the effective crest length is reduced, the spillway becomes less efficient (i.e., higher hydraulic heads may not significantly increase the discharge). Larger discharges could lead to downstream “throat” hydraulic control and adverse [[hydraulics]], such as overtopping chute walls or pressurizing conduits or tunnels. A typical consideration is that a hydraulic jump occurs in the control structure before the flow enters the downstream conveyance feature (chute, conduit, or tunnel). This is done to establish a hydraulic control just downstream of the control structure, which facilitates the flow path down the conveyance feature (i.e., minimizes unstable flow in the conveyance features such as standing or cross waves). Examples of bathtub spillways include the service spillways at Reclamation’s Island Park Dam (embankment) and Fontenelle Dam (embankment). Examples of side-channel spillways include the service spillways at Reclamation’s Big Sandy Dam (embankment) and Paonia Dam (embankment).<ref name="DS14">[[Design Standards No. 14: Appurtenant Structures for Dams (Ch. 3: General Spillway Design Considerations) | Design Standards No. 14: Appurtenant Structures for Dams (Ch. 3: General Spillway Design Considerations), USBR, <ins style="font-weight: bold; text-decoration: none;">2022</ins>]]</ref></div></td></tr>
<tr><td class="diff-marker"></td><td style="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;"><br/></td><td class="diff-marker"></td><td style="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;"><br/></td></tr>
<tr><td class="diff-marker"></td><td style="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;"><div><noautolinks>==Best Practices Resources==</noautolinks></div></td><td class="diff-marker"></td><td style="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;"><div><noautolinks>==Best Practices Resources==</noautolinks></div></td></tr>
<tr><td class="diff-marker"></td><td style="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;"><div>{{Document Icon}} [[Design Standards No. 14: Appurtenant Structures for Dams (Ch. 3: General Spillway Design Considerations) | Design Standards No. 14: Appurtenant Structures for Dams (Ch. 3: General Spillway Design Considerations), USBR, 2022]]</div></td><td class="diff-marker"></td><td style="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;"><div>{{Document Icon}} [[Design Standards No. 14: Appurtenant Structures for Dams (Ch. 3: General Spillway Design Considerations) | Design Standards No. 14: Appurtenant Structures for Dams (Ch. 3: General Spillway Design Considerations), USBR, 2022]]</div></td></tr>
<tr><td class="diff-marker" data-marker="−"></td><td style="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;"><div><del style="font-weight: bold; text-decoration: none;">{{Document Icon}} [[Design Standards No. 14: Appurtenant Structures for Dams (Ch. 3: General Spillway Design Considerations) | Design Standards No. 14: Appurtenant Structures for Dams (Ch. 3: General Spillway Design Considerations), USBR, 2014]]</del></div></td><td colspan="2" class="diff-side-added"></td></tr>
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<tr><td class="diff-marker"></td><td style="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;"><div><!-- For information on notation for in text citations visit https://www.mediawiki.org/wiki/Help:Cite Or simply enclose the citation as shown <ref> citation </ref> in the location of the in text mention. Citations will automatically populate below--></div></td><td class="diff-marker"></td><td style="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;"><div><!-- For information on notation for in text citations visit https://www.mediawiki.org/wiki/Help:Cite Or simply enclose the citation as shown <ref> citation </ref> in the location of the in text mention. Citations will automatically populate below--></div></td></tr>
</table>Rmanwaringhttps://damtoolbox.org/index.php?title=Side-Channel_Spillways&diff=5512&oldid=prevRmanwaring at 23:48, 13 December 20222022-12-13T23:48:31Z<p></p>
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<td colspan="2" style="background-color: #fff; color: #202122; text-align: center;">Revision as of 23:48, 13 December 2022</td>
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<tr><td class="diff-marker"></td><td style="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;"><div>{{Document Icon}} [[Design Standards No. 14: Appurtenant Structures for Dams (Ch. 3: General Spillway Design Considerations) | Design Standards No. 14: Appurtenant Structures for Dams (Ch. 3: General Spillway Design Considerations), USBR, 2022]]</div></td><td class="diff-marker"></td><td style="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;"><div>{{Document Icon}} [[Design Standards No. 14: Appurtenant Structures for Dams (Ch. 3: General Spillway Design Considerations) | Design Standards No. 14: Appurtenant Structures for Dams (Ch. 3: General Spillway Design Considerations), USBR, 2022]]</div></td></tr>
<tr><td colspan="2" class="diff-side-deleted"></td><td class="diff-marker" data-marker="+"></td><td style="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;"><div><ins style="font-weight: bold; text-decoration: none;">{{Document Icon}} [[Design Standards No. 14: Appurtenant Structures for Dams (Ch. 3: General Spillway Design Considerations) | Design Standards No. 14: Appurtenant Structures for Dams (Ch. 3: General Spillway Design Considerations), USBR, 2014]]</ins></div></td></tr>
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<tr><td class="diff-marker"></td><td style="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;"><div><!-- For information on notation for in text citations visit https://www.mediawiki.org/wiki/Help:Cite Or simply enclose the citation as shown <ref> citation </ref> in the location of the in text mention. Citations will automatically populate below--></div></td><td class="diff-marker"></td><td style="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;"><div><!-- For information on notation for in text citations visit https://www.mediawiki.org/wiki/Help:Cite Or simply enclose the citation as shown <ref> citation </ref> in the location of the in text mention. Citations will automatically populate below--></div></td></tr>
</table>Rmanwaringhttps://damtoolbox.org/index.php?title=Side-Channel_Spillways&diff=5511&oldid=prevRmanwaring: /* Best Practices Resources */2022-12-13T23:48:03Z<p><span dir="auto"><span class="autocomment">Best Practices Resources</span></span></p>
<table style="background-color: #fff; color: #202122;" data-mw="interface">
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<td colspan="2" style="background-color: #fff; color: #202122; text-align: center;">Revision as of 23:48, 13 December 2022</td>
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<tr><td class="diff-marker"></td><td style="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;"><div>These types of control structures are suited for service and auxiliary [[spillways]]. Bathtub and side-channel control structures should be considered where there is limited space (insufficient space to accommodate a straight or curved ogee crest control structure) and there is adequate rock foundation. Also, these types of spillways are applicable to concrete, embankment, and [[Composite Dams|composite dams]], and they can be gated or ungated. These types of control structures have the potential for large discharge capacity and can be used with conveyance features including chutes, conduits, and [[tunnels]]. However, larger discharges than design levels can result in suppression and/or submergence of the crest and a reduction in the effective crest length. As the effective crest length is reduced, the spillway becomes less efficient (i.e., higher hydraulic heads may not significantly increase the discharge). Larger discharges could lead to downstream “throat” hydraulic control and adverse [[hydraulics]], such as overtopping chute walls or pressurizing conduits or tunnels. A typical consideration is that a hydraulic jump occurs in the control structure before the flow enters the downstream conveyance feature (chute, conduit, or tunnel). This is done to establish a hydraulic control just downstream of the control structure, which facilitates the flow path down the conveyance feature (i.e., minimizes unstable flow in the conveyance features such as standing or cross waves). Examples of bathtub spillways include the service spillways at Reclamation’s Island Park Dam (embankment) and Fontenelle Dam (embankment). Examples of side-channel spillways include the service spillways at Reclamation’s Big Sandy Dam (embankment) and Paonia Dam (embankment).<ref name="DS14">[[Design Standards No. 14: Appurtenant Structures for Dams (Ch. 3: General Spillway Design Considerations) | Design Standards No. 14: Appurtenant Structures for Dams (Ch. 3: General Spillway Design Considerations), USBR, 2014]]</ref></div></td><td class="diff-marker"></td><td style="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;"><div>These types of control structures are suited for service and auxiliary [[spillways]]. Bathtub and side-channel control structures should be considered where there is limited space (insufficient space to accommodate a straight or curved ogee crest control structure) and there is adequate rock foundation. Also, these types of spillways are applicable to concrete, embankment, and [[Composite Dams|composite dams]], and they can be gated or ungated. These types of control structures have the potential for large discharge capacity and can be used with conveyance features including chutes, conduits, and [[tunnels]]. However, larger discharges than design levels can result in suppression and/or submergence of the crest and a reduction in the effective crest length. As the effective crest length is reduced, the spillway becomes less efficient (i.e., higher hydraulic heads may not significantly increase the discharge). Larger discharges could lead to downstream “throat” hydraulic control and adverse [[hydraulics]], such as overtopping chute walls or pressurizing conduits or tunnels. A typical consideration is that a hydraulic jump occurs in the control structure before the flow enters the downstream conveyance feature (chute, conduit, or tunnel). This is done to establish a hydraulic control just downstream of the control structure, which facilitates the flow path down the conveyance feature (i.e., minimizes unstable flow in the conveyance features such as standing or cross waves). Examples of bathtub spillways include the service spillways at Reclamation’s Island Park Dam (embankment) and Fontenelle Dam (embankment). Examples of side-channel spillways include the service spillways at Reclamation’s Big Sandy Dam (embankment) and Paonia Dam (embankment).<ref name="DS14">[[Design Standards No. 14: Appurtenant Structures for Dams (Ch. 3: General Spillway Design Considerations) | Design Standards No. 14: Appurtenant Structures for Dams (Ch. 3: General Spillway Design Considerations), USBR, 2014]]</ref></div></td></tr>
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<tr><td class="diff-marker" data-marker="−"></td><td style="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;"><div>==Best Practices Resources==</div></td><td class="diff-marker" data-marker="+"></td><td style="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;"><div><ins style="font-weight: bold; text-decoration: none;"><noautolinks></ins>==Best Practices Resources==<ins style="font-weight: bold; text-decoration: none;"></noautolinks></ins></div></td></tr>
<tr><td class="diff-marker" data-marker="−"></td><td style="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;"><div>{{Document Icon}} [[Design Standards No. 14: Appurtenant Structures for Dams (Ch. 3: General Spillway Design Considerations)|Design Standards No. 14: Appurtenant Structures for Dams (Ch. 3: General Spillway Design Considerations) <del style="font-weight: bold; text-decoration: none;">(Bureau of Reclamation</del>]]</div></td><td class="diff-marker" data-marker="+"></td><td style="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;"><div>{{Document Icon}} [[Design Standards No. 14: Appurtenant Structures for Dams (Ch. 3: General Spillway Design Considerations) | Design Standards No. 14: Appurtenant Structures for Dams (Ch. 3: General Spillway Design Considerations)<ins style="font-weight: bold; text-decoration: none;">, USBR, 2022</ins>]]</div></td></tr>
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<tr><td class="diff-marker"></td><td style="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;"><div><!-- For information on notation for in text citations visit https://www.mediawiki.org/wiki/Help:Cite Or simply enclose the citation as shown <ref> citation </ref> in the location of the in text mention. Citations will automatically populate below--></div></td><td class="diff-marker"></td><td style="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;"><div><!-- For information on notation for in text citations visit https://www.mediawiki.org/wiki/Help:Cite Or simply enclose the citation as shown <ref> citation </ref> in the location of the in text mention. Citations will automatically populate below--></div></td></tr>
</table>Rmanwaringhttps://damtoolbox.org/index.php?title=Side-Channel_Spillways&diff=4845&oldid=prevGrichards at 23:00, 2 December 20222022-12-02T23:00:34Z<p></p>
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<td colspan="2" style="background-color: #fff; color: #202122; text-align: center;">Revision as of 23:00, 2 December 2022</td>
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<tr><td class="diff-marker"></td><td style="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;"><div><!-- Delete any sections that are not necessary to your topic. Add pictures/sections as needed --></div></td><td class="diff-marker"></td><td style="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;"><div><!-- Delete any sections that are not necessary to your topic. Add pictures/sections as needed --></div></td></tr>
<tr><td class="diff-marker" data-marker="−"></td><td style="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;"><div>These types of control structures are suited for service and auxiliary [[spillways]]. Bathtub and side-channel control structures should be considered where there is limited space (insufficient space to accommodate a straight or curved ogee crest control structure) and there is adequate rock foundation. Also, these types of spillways are applicable to concrete, embankment, and composite dams, and they can be gated or ungated. These types of control structures have the potential for large discharge capacity and can be used with conveyance features including chutes, conduits, and [[tunnels]]. However, larger discharges than design levels can result in suppression and/or submergence of the crest and a reduction in the effective crest length. As the effective crest length is reduced, the spillway becomes less efficient (i.e., higher hydraulic heads may not significantly increase the discharge). Larger discharges could lead to downstream “throat” hydraulic control and adverse [[hydraulics]], such as overtopping chute walls or pressurizing conduits or tunnels. A typical consideration is that a hydraulic jump occurs in the control structure before the flow enters the downstream conveyance feature (chute, conduit, or tunnel). This is done to establish a hydraulic control just downstream of the control structure, which facilitates the flow path down the conveyance feature (i.e., minimizes unstable flow in the conveyance features such as standing or cross waves). Examples of bathtub spillways include the service spillways at Reclamation’s Island Park Dam (embankment) and Fontenelle Dam (embankment). Examples of side-channel spillways include the service spillways at Reclamation’s Big Sandy Dam (embankment) and Paonia Dam (embankment).<ref name="DS14">[[Design Standards No. 14: Appurtenant Structures for Dams (Ch. 3: General Spillway Design Considerations) | Design Standards No. 14: Appurtenant Structures for Dams (Ch. 3: General Spillway Design Considerations), USBR, 2014]]</ref></div></td><td class="diff-marker" data-marker="+"></td><td style="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;"><div>These types of control structures are suited for service and auxiliary [[spillways]]. Bathtub and side-channel control structures should be considered where there is limited space (insufficient space to accommodate a straight or curved ogee crest control structure) and there is adequate rock foundation. Also, these types of spillways are applicable to concrete, embankment, and <ins style="font-weight: bold; text-decoration: none;">[[Composite Dams|</ins>composite dams<ins style="font-weight: bold; text-decoration: none;">]]</ins>, and they can be gated or ungated. These types of control structures have the potential for large discharge capacity and can be used with conveyance features including chutes, conduits, and [[tunnels]]. However, larger discharges than design levels can result in suppression and/or submergence of the crest and a reduction in the effective crest length. As the effective crest length is reduced, the spillway becomes less efficient (i.e., higher hydraulic heads may not significantly increase the discharge). Larger discharges could lead to downstream “throat” hydraulic control and adverse [[hydraulics]], such as overtopping chute walls or pressurizing conduits or tunnels. A typical consideration is that a hydraulic jump occurs in the control structure before the flow enters the downstream conveyance feature (chute, conduit, or tunnel). This is done to establish a hydraulic control just downstream of the control structure, which facilitates the flow path down the conveyance feature (i.e., minimizes unstable flow in the conveyance features such as standing or cross waves). Examples of bathtub spillways include the service spillways at Reclamation’s Island Park Dam (embankment) and Fontenelle Dam (embankment). Examples of side-channel spillways include the service spillways at Reclamation’s Big Sandy Dam (embankment) and Paonia Dam (embankment).<ref name="DS14">[[Design Standards No. 14: Appurtenant Structures for Dams (Ch. 3: General Spillway Design Considerations) | Design Standards No. 14: Appurtenant Structures for Dams (Ch. 3: General Spillway Design Considerations), USBR, 2014]]</ref></div></td></tr>
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<tr><td class="diff-marker" data-marker="−"></td><td style="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;"><div><del style="font-weight: bold; text-decoration: none;">==Examples==</del></div></td><td colspan="2" class="diff-side-added"></td></tr>
<tr><td class="diff-marker" data-marker="−"></td><td style="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;"><div><del style="font-weight: bold; text-decoration: none;">{{Website Icon}}</del></div></td><td colspan="2" class="diff-side-added"></td></tr>
<tr><td class="diff-marker"></td><td style="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;"><div>==Best Practices Resources==</div></td><td class="diff-marker"></td><td style="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;"><div>==Best Practices Resources==</div></td></tr>
<tr><td class="diff-marker"></td><td style="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;"><div>{{Document Icon}} [[Design Standards No. 14: Appurtenant Structures for Dams (Ch. 3: General Spillway Design Considerations)|Design Standards No. 14: Appurtenant Structures for Dams (Ch. 3: General Spillway Design Considerations) (Bureau of Reclamation]]</div></td><td class="diff-marker"></td><td style="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;"><div>{{Document Icon}} [[Design Standards No. 14: Appurtenant Structures for Dams (Ch. 3: General Spillway Design Considerations)|Design Standards No. 14: Appurtenant Structures for Dams (Ch. 3: General Spillway Design Considerations) (Bureau of Reclamation]]</div></td></tr>
<tr><td class="diff-marker" data-marker="−"></td><td style="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;"><div><del style="font-weight: bold; text-decoration: none;">==Trainings==</del></div></td><td colspan="2" class="diff-side-added"></td></tr>
<tr><td class="diff-marker" data-marker="−"></td><td style="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;"><div><del style="font-weight: bold; text-decoration: none;">{{Video Icon}}</del></div></td><td colspan="2" class="diff-side-added"></td></tr>
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<tr><td class="diff-marker"></td><td style="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;"><div><!-- For information on notation for in text citations visit https://www.mediawiki.org/wiki/Help:Cite Or simply enclose the citation as shown <ref> citation </ref> in the location of the in text mention. Citations will automatically populate below--></div></td><td class="diff-marker"></td><td style="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;"><div><!-- For information on notation for in text citations visit https://www.mediawiki.org/wiki/Help:Cite Or simply enclose the citation as shown <ref> citation </ref> in the location of the in text mention. Citations will automatically populate below--></div></td></tr>
</table>Grichardshttps://damtoolbox.org/index.php?title=Side-Channel_Spillways&diff=4540&oldid=prevGrichards at 06:48, 18 November 20222022-11-18T06:48:26Z<p></p>
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<td colspan="2" style="background-color: #fff; color: #202122; text-align: center;">Revision as of 06:48, 18 November 2022</td>
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<tr><td colspan="2" class="diff-side-deleted"></td><td class="diff-marker" data-marker="+"></td><td style="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;"><div><ins style="font-weight: bold; text-decoration: none;">[[Category:Uncontrolled Spillways]]</ins></div></td></tr>
<tr><td class="diff-marker"></td><td style="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;"><div>----</div></td><td class="diff-marker"></td><td style="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;"><div>----</div></td></tr>
<tr><td class="diff-marker"></td><td style="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;"><div><!-- Delete any sections that are not necessary to your topic. Add pictures/sections as needed --></div></td><td class="diff-marker"></td><td style="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;"><div><!-- Delete any sections that are not necessary to your topic. Add pictures/sections as needed --></div></td></tr>
<tr><td class="diff-marker" data-marker="−"></td><td style="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;"><div>These types of control structures are suited for service and auxiliary spillways. Bathtub and side-channel control structures should be considered where there is limited space (insufficient space to accommodate a straight or curved ogee crest control structure) and there is adequate rock foundation. Also, these types of spillways are applicable to concrete, embankment, and composite dams, and they can be gated or ungated. These types of control structures have the potential for large discharge capacity and can be used with conveyance features including chutes, conduits, and tunnels. However, larger discharges than design levels can result in suppression and/or submergence of the crest and a reduction in the effective crest length. As the effective crest length is reduced, the spillway becomes less efficient (i.e., higher hydraulic heads may not significantly increase the discharge). Larger discharges could lead to downstream “throat” hydraulic control and adverse hydraulics, such as overtopping chute walls or pressurizing conduits or tunnels. A typical consideration is that a hydraulic jump occurs in the control structure before the flow enters the downstream conveyance feature (chute, conduit, or tunnel). This is done to establish a hydraulic control just downstream of the control structure, which facilitates the flow path down the conveyance feature (i.e., minimizes unstable flow in the conveyance features such as standing or cross waves). Examples of bathtub spillways include the service spillways at Reclamation’s Island Park Dam (embankment) and Fontenelle Dam (embankment). Examples of side-channel spillways include the service spillways at Reclamation’s Big Sandy Dam (embankment) and Paonia Dam (embankment).<ref name="DS14">[[Design Standards No. 14: Appurtenant Structures for Dams (Ch. 3: General Spillway Design Considerations) | Design Standards No. 14: Appurtenant Structures for Dams (Ch. 3: General Spillway Design Considerations), USBR, 2014]]</ref></div></td><td class="diff-marker" data-marker="+"></td><td style="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;"><div>These types of control structures are suited for service and auxiliary <ins style="font-weight: bold; text-decoration: none;">[[</ins>spillways<ins style="font-weight: bold; text-decoration: none;">]]</ins>. Bathtub and side-channel control structures should be considered where there is limited space (insufficient space to accommodate a straight or curved ogee crest control structure) and there is adequate rock foundation. Also, these types of spillways are applicable to concrete, embankment, and composite dams, and they can be gated or ungated. These types of control structures have the potential for large discharge capacity and can be used with conveyance features including chutes, conduits, and <ins style="font-weight: bold; text-decoration: none;">[[</ins>tunnels<ins style="font-weight: bold; text-decoration: none;">]]</ins>. However, larger discharges than design levels can result in suppression and/or submergence of the crest and a reduction in the effective crest length. As the effective crest length is reduced, the spillway becomes less efficient (i.e., higher hydraulic heads may not significantly increase the discharge). Larger discharges could lead to downstream “throat” hydraulic control and adverse <ins style="font-weight: bold; text-decoration: none;">[[</ins>hydraulics<ins style="font-weight: bold; text-decoration: none;">]]</ins>, such as overtopping chute walls or pressurizing conduits or tunnels. A typical consideration is that a hydraulic jump occurs in the control structure before the flow enters the downstream conveyance feature (chute, conduit, or tunnel). This is done to establish a hydraulic control just downstream of the control structure, which facilitates the flow path down the conveyance feature (i.e., minimizes unstable flow in the conveyance features such as standing or cross waves). Examples of bathtub spillways include the service spillways at Reclamation’s Island Park Dam (embankment) and Fontenelle Dam (embankment). Examples of side-channel spillways include the service spillways at Reclamation’s Big Sandy Dam (embankment) and Paonia Dam (embankment).<ref name="DS14">[[Design Standards No. 14: Appurtenant Structures for Dams (Ch. 3: General Spillway Design Considerations) | Design Standards No. 14: Appurtenant Structures for Dams (Ch. 3: General Spillway Design Considerations), USBR, 2014]]</ref></div></td></tr>
<tr><td class="diff-marker"></td><td style="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;"><br/></td><td class="diff-marker"></td><td style="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;"><br/></td></tr>
<tr><td class="diff-marker"></td><td style="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;"><div>==Examples==</div></td><td class="diff-marker"></td><td style="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;"><div>==Examples==</div></td></tr>
</table>Grichardshttps://damtoolbox.org/index.php?title=Side-Channel_Spillways&diff=3847&oldid=prevRmanwaring at 22:56, 30 September 20222022-09-30T22:56:26Z<p></p>
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<td colspan="2" style="background-color: #fff; color: #202122; text-align: center;">Revision as of 22:56, 30 September 2022</td>
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<tr><td class="diff-marker"></td><td style="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;"><div><!-- Delete any sections that are not necessary to your topic. Add pictures/sections as needed --></div></td><td class="diff-marker"></td><td style="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;"><div><!-- Delete any sections that are not necessary to your topic. Add pictures/sections as needed --></div></td></tr>
<tr><td class="diff-marker" data-marker="−"></td><td style="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;"><div><del style="font-weight: bold; text-decoration: none;">'''"Double side-channel (bathtub) and side-channel spillways -''' </del>These types of control structures are suited for service and auxiliary spillways. Bathtub and side-channel control structures should be considered where there is limited space (insufficient space to accommodate a straight or curved ogee crest control structure) and there is adequate rock foundation. Also, these types of spillways are applicable to concrete, embankment, and composite dams, and they can be gated or ungated. These types of control structures have the potential for large discharge capacity and can be used with conveyance features including chutes, conduits, and tunnels. However, larger discharges than design levels can result in suppression and/or submergence of the crest and a reduction in the effective crest length. As the effective crest length is reduced, the spillway becomes less efficient (i.e., higher hydraulic heads may not significantly increase the discharge). Larger discharges could lead to downstream “throat” hydraulic control and adverse hydraulics, such as overtopping chute walls or pressurizing conduits or tunnels. A typical consideration is that a hydraulic jump occurs in the control structure before the flow enters the downstream conveyance feature (chute, conduit, or tunnel). This is done to establish a hydraulic control just downstream of the control structure, which facilitates the flow path down the conveyance feature (i.e., minimizes unstable flow in the conveyance features such as standing or cross waves). Examples of bathtub spillways include the service spillways at Reclamation’s Island Park Dam (embankment) and Fontenelle Dam (embankment). Examples of side-channel spillways include the service spillways at Reclamation’s Big Sandy Dam (embankment) and Paonia Dam (embankment).<ref name="DS14">[[Design Standards No. 14: Appurtenant Structures for Dams (Ch. 3: General Spillway Design Considerations) | Design Standards No. 14: Appurtenant Structures for Dams (Ch. 3: General Spillway Design Considerations), USBR, 2014]]</ref></div></td><td class="diff-marker" data-marker="+"></td><td style="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;"><div>These types of control structures are suited for service and auxiliary spillways. Bathtub and side-channel control structures should be considered where there is limited space (insufficient space to accommodate a straight or curved ogee crest control structure) and there is adequate rock foundation. Also, these types of spillways are applicable to concrete, embankment, and composite dams, and they can be gated or ungated. These types of control structures have the potential for large discharge capacity and can be used with conveyance features including chutes, conduits, and tunnels. However, larger discharges than design levels can result in suppression and/or submergence of the crest and a reduction in the effective crest length. As the effective crest length is reduced, the spillway becomes less efficient (i.e., higher hydraulic heads may not significantly increase the discharge). Larger discharges could lead to downstream “throat” hydraulic control and adverse hydraulics, such as overtopping chute walls or pressurizing conduits or tunnels. A typical consideration is that a hydraulic jump occurs in the control structure before the flow enters the downstream conveyance feature (chute, conduit, or tunnel). This is done to establish a hydraulic control just downstream of the control structure, which facilitates the flow path down the conveyance feature (i.e., minimizes unstable flow in the conveyance features such as standing or cross waves). Examples of bathtub spillways include the service spillways at Reclamation’s Island Park Dam (embankment) and Fontenelle Dam (embankment). Examples of side-channel spillways include the service spillways at Reclamation’s Big Sandy Dam (embankment) and Paonia Dam (embankment).<ref name="DS14">[[Design Standards No. 14: Appurtenant Structures for Dams (Ch. 3: General Spillway Design Considerations) | Design Standards No. 14: Appurtenant Structures for Dams (Ch. 3: General Spillway Design Considerations), USBR, 2014]]</ref></div></td></tr>
<tr><td class="diff-marker"></td><td style="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;"><br/></td><td class="diff-marker"></td><td style="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;"><br/></td></tr>
<tr><td class="diff-marker"></td><td style="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;"><div>==Examples==</div></td><td class="diff-marker"></td><td style="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;"><div>==Examples==</div></td></tr>
</table>Rmanwaringhttps://damtoolbox.org/index.php?title=Side-Channel_Spillways&diff=3841&oldid=prevRmanwaring at 22:51, 30 September 20222022-09-30T22:51:01Z<p></p>
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<td colspan="2" style="background-color: #fff; color: #202122; text-align: center;">Revision as of 22:51, 30 September 2022</td>
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<tr><td class="diff-marker"></td><td style="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;"><div><!-- Delete any sections that are not necessary to your topic. Add pictures/sections as needed --></div></td><td class="diff-marker"></td><td style="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;"><div><!-- Delete any sections that are not necessary to your topic. Add pictures/sections as needed --></div></td></tr>
<tr><td class="diff-marker" data-marker="−"></td><td style="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;"><div>[<del style="font-weight: bold; text-decoration: none;">Paragraph here</del>]</div></td><td class="diff-marker" data-marker="+"></td><td style="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;"><div><ins style="font-weight: bold; text-decoration: none;">'''"Double side-channel (bathtub) and side-channel spillways -''' These types of control structures are suited for service and auxiliary spillways. Bathtub and side-channel control structures should be considered where there is limited space (insufficient space to accommodate a straight or curved ogee crest control structure) and there is adequate rock foundation. Also, these types of spillways are applicable to concrete, embankment, and composite dams, and they can be gated or ungated. These types of control structures have the potential for large discharge capacity and can be used with conveyance features including chutes, conduits, and tunnels. However, larger discharges than design levels can result in suppression and/or submergence of the crest and a reduction in the effective crest length. As the effective crest length is reduced, the spillway becomes less efficient (i.e., higher hydraulic heads may not significantly increase the discharge). Larger discharges could lead to downstream “throat” hydraulic control and adverse hydraulics, such as overtopping chute walls or pressurizing conduits or tunnels. A typical consideration is that a hydraulic jump occurs in the control structure before the flow enters the downstream conveyance feature (chute, conduit, or tunnel). This is done to establish a hydraulic control just downstream of the control structure, which facilitates the flow path down the conveyance feature (i.e., minimizes unstable flow in the conveyance features such as standing or cross waves). Examples of bathtub spillways include the service spillways at Reclamation’s Island Park Dam (embankment) and Fontenelle Dam (embankment). Examples of side-channel spillways include the service spillways at Reclamation’s Big Sandy Dam (embankment) and Paonia Dam (embankment).<ref name="DS14">[</ins>[<ins style="font-weight: bold; text-decoration: none;">Design Standards No. 14: Appurtenant Structures for Dams (Ch. 3: General Spillway Design Considerations) | Design Standards No. 14: Appurtenant Structures for Dams (Ch. 3: General Spillway Design Considerations), USBR, 2014</ins>]]<ins style="font-weight: bold; text-decoration: none;"></ref></ins></div></td></tr>
<tr><td class="diff-marker" data-marker="−"></td><td style="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;"><div> </div></td><td colspan="2" class="diff-side-added"></td></tr>
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<tr><td class="diff-marker"></td><td style="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;"><br/></td><td class="diff-marker"></td><td style="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;"><br/></td></tr>
<tr><td class="diff-marker"></td><td style="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;"><div>==Examples==</div></td><td class="diff-marker"></td><td style="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;"><div>==Examples==</div></td></tr>
<tr><td class="diff-marker"></td><td style="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;"><div>{{Website Icon}}</div></td><td class="diff-marker"></td><td style="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;"><div>{{Website Icon}}</div></td></tr>
<tr><td class="diff-marker"></td><td style="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;"><div>==Best Practices Resources==</div></td><td class="diff-marker"></td><td style="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;"><div>==Best Practices Resources==</div></td></tr>
<tr><td class="diff-marker" data-marker="−"></td><td style="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;"><div>{{Document Icon}}</div></td><td class="diff-marker" data-marker="+"></td><td style="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;"><div>{{Document Icon}} <ins style="font-weight: bold; text-decoration: none;">[[Design Standards No. 14: Appurtenant Structures for Dams (Ch. 3: General Spillway Design Considerations)|Design Standards No. 14: Appurtenant Structures for Dams (Ch. 3: General Spillway Design Considerations) (Bureau of Reclamation]]</ins></div></td></tr>
<tr><td class="diff-marker"></td><td style="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;"><div>==Trainings==</div></td><td class="diff-marker"></td><td style="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;"><div>==Trainings==</div></td></tr>
<tr><td class="diff-marker"></td><td style="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;"><div>{{Video Icon}}</div></td><td class="diff-marker"></td><td style="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;"><div>{{Video Icon}}</div></td></tr>
</table>Rmanwaringhttps://damtoolbox.org/index.php?title=Side-Channel_Spillways&diff=3838&oldid=prevRmanwaring: Created page with "__NOTOC__ ---- <!-- Delete any sections that are not necessary to your topic. Add pictures/sections as needed --> [Paragraph here] ==Other Headings== [Paragraph here] ==Examples== {{Website Icon}} ==Best Practices Resources== {{Document Icon}} ==Trainings== {{Video Icon}} <!-- For information on notation for in text citations visit https://www.mediawiki.org/wiki/Help:Cite Or simply enclose the citation as shown <ref> citation </ref> in the location of the in text men..."2022-09-30T22:44:57Z<p>Created page with "__NOTOC__ ---- <!-- Delete any sections that are not necessary to your topic. Add pictures/sections as needed --> [Paragraph here] ==Other Headings== [Paragraph here] ==Examples== {{Website Icon}} ==Best Practices Resources== {{Document Icon}} ==Trainings== {{Video Icon}} <!-- For information on notation for in text citations visit https://www.mediawiki.org/wiki/Help:Cite Or simply enclose the citation as shown <ref> citation </ref> in the location of the in text men..."</p>
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