Siphon Spillways: Difference between revisions
No edit summary |
Rmanwaring (talk | contribs) No edit summary |
||
Line 3: | Line 3: | ||
---- | ---- | ||
“These types of control structures are suited for service, auxiliary and emergency [[spillways]], and/or [[Outlet Works|outlet works]]. Siphon spillways have been used to help pass excess inflows (i.e., augment other hydraulic structure discharge capacity). These spillways can be designed to be self-priming or manually primed. The siphon has relatively small discharge capacity (pressurized operations), limited ability to drain the reservoir (limited hydrostatic head to less than atmospheric pressure, or about 30 feet), and is generally not suitable for cold weather climates (i.e., susceptible to ice blockage). Examples of siphon spillways include the auxiliary spillway at Reclamation’s McKay Dam (embankment) and the service spillway at Reclamation’s Salmon Lake Dam (embankment). Also, siphon spillways have been used to provide discharge capacity for small [[Embankment Dams|embankment dams]] to augment or replace existing outlet works. Considerations include fairly rapid installation involving shallow excavation through dam crest, and the reservoir does not need to be drained. Examples of siphon spillways include the service spillways at the BIA’s Horseshoe Cienega Dam (embankment) and Tsaile 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, | “These types of control structures are suited for service, auxiliary and emergency [[spillways]], and/or [[Outlet Works|outlet works]]. Siphon spillways have been used to help pass excess inflows (i.e., augment other hydraulic structure discharge capacity). These spillways can be designed to be self-priming or manually primed. The siphon has relatively small discharge capacity (pressurized operations), limited ability to drain the reservoir (limited hydrostatic head to less than atmospheric pressure, or about 30 feet), and is generally not suitable for cold weather climates (i.e., susceptible to ice blockage). Examples of siphon spillways include the auxiliary spillway at Reclamation’s McKay Dam (embankment) and the service spillway at Reclamation’s Salmon Lake Dam (embankment). Also, siphon spillways have been used to provide discharge capacity for small [[Embankment Dams|embankment dams]] to augment or replace existing [[Outlet Works|outlet works]]. Considerations include fairly rapid installation involving shallow excavation through dam crest, and the reservoir does not need to be drained. Examples of siphon spillways include the service spillways at the BIA’s Horseshoe Cienega Dam (embankment) and Tsaile 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, 2022]]</ref> | ||
<!-- 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--> | <!-- 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--> |
Revision as of 00:05, 14 December 2022
“These types of control structures are suited for service, auxiliary and emergency spillways, and/or outlet works. Siphon spillways have been used to help pass excess inflows (i.e., augment other hydraulic structure discharge capacity). These spillways can be designed to be self-priming or manually primed. The siphon has relatively small discharge capacity (pressurized operations), limited ability to drain the reservoir (limited hydrostatic head to less than atmospheric pressure, or about 30 feet), and is generally not suitable for cold weather climates (i.e., susceptible to ice blockage). Examples of siphon spillways include the auxiliary spillway at Reclamation’s McKay Dam (embankment) and the service spillway at Reclamation’s Salmon Lake Dam (embankment). Also, siphon spillways have been used to provide discharge capacity for small embankment dams to augment or replace existing outlet works. Considerations include fairly rapid installation involving shallow excavation through dam crest, and the reservoir does not need to be drained. Examples of siphon spillways include the service spillways at the BIA’s Horseshoe Cienega Dam (embankment) and Tsaile Dam (embankment)."[1]
Citations:
Revision ID: 5521
Revision Date: 12/14/2022