Hydraulic model study of right auxiliary spillway at Stewart Mountain Dam
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Hydraulic model study of right auxiliary spillway at Stewart Mountain Dam

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Published by Hydraulics Branch, Division of Research and Laboratory Services, Engineering and Research Center, U.S. Dept. of the Interior, Bureau of Reclamation in Denver, Colo .
Written in English

Subjects:

  • Dams -- Arizona -- Design and construction.,
  • Hydraulic models.,
  • Spillways -- Design and construction.,
  • Stewart Mountain Dam (Ariz.)

Book details:

Edition Notes

Statementby Kathleen L. Houston.
ContributionsEngineering and Research Center (U.S.). Hydraulics Branch.
The Physical Object
Paginationvi, 32 p. :
Number of Pages32
ID Numbers
Open LibraryOL17562905M

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Subject: Hydraulic Model Studies for Spillway Channel at Stewart Mountain Dam--Salt River Project, Arizona. SUMMARY 1. Extension of the Stewart Mountain Dam Spillway In a concrete discharge channel, feet wide and 4SO feet long, was built at Stewart Mountain Dam to replace the natural sidechannel below the ogee crest of the spillway. Hydraulic Model Study of Hyrum Dam Auxiliary Labyrinth Spillway 7. AUTHOR(S) 8. PERFORMING ORGANIZATION REPORT NO. Kathleen L. Houston GR 9. PERFORMING ORGANIZATION NAME AND ADDRESS WORK UNIT NO. Bureau of Reclamation Engineering and Research Center CONTRACT OR GRANT NO. Denver, Colorado TYPE OF REPORT AND PERIOD Cited by: Hydraulic model study of right auxiliary spillway at Stewart Mountain Dam / (Denver, Colo.: Hydraulics Branch, Division of Research and Laboratory Services, Engineering and Research Center, U.S. Dept. of the Interior, Bureau of Reclamation, []), by Kathleen Houston Frizell and Engineering and Research Center (U.S.). Hydraulics Branch (page. A spillway is a structure used to provide the controlled release of flows from a dam or levee into a downstream area, typically the riverbed of the dammed river itself. In the United Kingdom, they may be known as overflow ays ensure that the water does not overflow and damage or destroy the dam. Floodgates and fuse plugs may be designed into spillways to regulate water flow and.

Hydraulic Design of Spillways for Dams Identifying needs Dams are critical infrastructure which provide significant benefits to communities in many ways including provision of water supply, flood mitigation, power generation and irrigation. A key component of a dam is the spillway which provides a means of safely passing flood events throughFile Size: KB. Auxiliary Spillway An auxiliary spillway is infrequently used and may be a secondary spillway which is operated sparingly. During operation there could be some degree of structural damage or erosion to the auxiliary spillway due to releases up to and including the design discharge. The updated IDF (inflow design flood) for Hyrum Reservoir could not be passed with the existing hydraulic structures. The labyrinth was the most economical alternative for an auxiliary spillway. The labyrinth spillway, a series of trapezoidal shapes in plan form, would provide the necessary spillway length and capacity within a comparatively small by: THE HYDRAULIC DESIGN TOOLBOX: THEORY AND MODELING FOR THE LAKE TOWNSEND SPILLWAY REPLACEMENT PROJECT Greg Paxson, P.E. 1, Brian Crookston 2, Bruce Savage, PhD., P.E. 3, Blake Tullis, PhD. 4, and Frederick Lux III, P.E. 5 Abstract Lake Townsend is the primary water supply for the City of Greensboro, North Size: 1MB.

Hydraulic design for Oroville Dam Spillway [Thayer, Donald P] on *FREE* shipping on qualifying offers. Hydraulic design for Oroville Dam SpillwayAuthor: Donald P Thayer. Hydraulic model tests of Edwards Creek Dam spillway, Crockett, California [Einstein, H. A] on *FREE* shipping on qualifying offers. Hydraulic model tests of Edwards Creek Dam spillway, Crockett, CaliforniaAuthor: H. A Einstein. Chapter 50 Earth Spillway Design (vi-NEH, August ) 50–1 Chapter 50 Earth Spillway Design Scope Chapter 50 describes the design considerations and processes involved in earth spillway design. It does not contain the detailed hydrologic or hydraulic proce-dures used to synthesize the anticipated storm flow conditions. Spillway-Hydraulic Design Free Overfall Spillway • A free overfall spillway (or a straight drop spillway) is a type of spillway in which the control structure consists of: – a low-height, narrow-crested weir and the downstream face is vertical or nearly vertical so that the water falls freely more or less verticalFile Size: 2MB.