ASDSO Dam Safety Toolbox

Principal Spillways: Difference between revisions

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*[[O&M of Principal Spillways]]
*[[O&M of Principal Spillways]]


==Best Practices Resources==
<noautolinks>==Best Practices Resources==</noautolinks>
{{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)]]
{{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]]


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Revision as of 00:06, 14 December 2022


Also known as “Service Spillways” according to the United States Bureau of Reclamation: “A service spillway provides continuous, or frequent regulated, or staged releases (controlled) or unregulated (uncontrolled) releases from a reservoir without significant damage to the dam, dike, or appurtenant structures due to releases up to and including the maximum design discharge. Service spillways are typically very robust, erosion-resistant structures consisting of mostly cast-in-place reinforced concrete and riprap channel protection”.[1]

In many cases, these spillways include closed conduits and function as both a service spillway and outlet works.

Life Cycle of Principal Spillways

Best Practices Resources

Design Standards No. 14: Appurtenant Structures for Dams (Ch. 3: General Spillway Design Considerations), USBR, 2022


Citations:


Revision ID: 5523
Revision Date: 12/14/2022