Hydraulic Model Studies of the Spillway, Glen Elder Dam, Missouri River Basin Project, Kansas

Hydraulic Model Studies of the Spillway, Glen Elder Dam, Missouri River Basin Project, Kansas PDF Author: W. F. Arris
Publisher:
ISBN:
Category : Dams
Languages : en
Pages : 72

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Hydraulic Model Studies of the Spillway, Glen Elder Dam, Missouri River Basin Project, Kansas

Hydraulic Model Studies of the Spillway, Glen Elder Dam, Missouri River Basin Project, Kansas PDF Author: W. F. Arris
Publisher:
ISBN:
Category : Dams
Languages : en
Pages : 72

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Hydraulic Model Studies of the Spillway Glen Elder Dam, Missouri River Basin Project, Kansas

Hydraulic Model Studies of the Spillway Glen Elder Dam, Missouri River Basin Project, Kansas PDF Author: Engineering and Research Center (Denver, CO ; bis 1988). Hydraulics Branch
Publisher:
ISBN:
Category :
Languages : en
Pages : 13

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Hydraulic Model Studies of Norton Dam Outlet Works, Missouri River Basin Project, Kansas

Hydraulic Model Studies of Norton Dam Outlet Works, Missouri River Basin Project, Kansas PDF Author: Danny L. King
Publisher:
ISBN:
Category : Hydraulic models
Languages : en
Pages : 60

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This model study determined the energy dissipating efficiency of the hydraulic jump stilling basin for the slide gate controlled outlet works, and the hydraulic operating characteristics of the component features of the structure were observed. Norton Dam, a feature of the Missouri River Basin Project, is located on Prairie Dog Creek about 2 miles from Norton, in northwestern Kansas. The dam is approximately 6,400 ft. long at the crest and rises about 100 ft. above the riverbed. The spillway is located in the right abutment of the dam and consists of a 90-ft.-wide radial gate controlled overflow crest. The design spillway discharge is 95,000 cu ft/sec at the maximum reservoir elevation, 2341.0. The outlet works consist of a bellmouth entrance leading into a 48-in.-dia. circular conduit, a 2-ft. 9-in. sq. high-pressure emergency gate, a 38-in.dia. circular conduit, a 2-ft. 9-in.-sq. highpressure regulating gate, a 35-ft.-long diverging rectangular conduit, a 55-ft.-long vertically curved chute, and a 55-ft.-long hydraulic jump stilling basin. The last 21 ft. of the stilling basin consists of a 4:1 upward sloping apron. Maximum discharge is 385 cu.ft/sec. (Author).

HYDRAULIC MODEL STUDIES OF YELLOWTAIL DAM SPILLWAY--MISSOURI RIVER BASIN PROJECT, MONTENA

HYDRAULIC MODEL STUDIES OF YELLOWTAIL DAM SPILLWAY--MISSOURI RIVER BASIN PROJECT, MONTENA PDF Author:
Publisher:
ISBN:
Category :
Languages : en
Pages : 33

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Hydraulic Model Studies of Yellowtail Dam Spillway, Missouri River Basin Project, Montana

Hydraulic Model Studies of Yellowtail Dam Spillway, Missouri River Basin Project, Montana PDF Author: Engineering and Research Center (Denver, CO ; bis 1988). Hydraulics Branch
Publisher:
ISBN:
Category :
Languages : en
Pages : 33

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Hydraulic model studies of yellowtail dam spillway, Missouri river basin project

Hydraulic model studies of yellowtail dam spillway, Missouri river basin project PDF Author:
Publisher:
ISBN:
Category :
Languages : en
Pages : 90

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Hydraulic Model Studies of Webster Dam Spillway

Hydraulic Model Studies of Webster Dam Spillway PDF Author: G. L. Beichley
Publisher:
ISBN:
Category : Hydraulic models
Languages : en
Pages : 86

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Hydraulic Model Studies of the Service Spillway, Shadehill Dam, Missouri River Basin Project

Hydraulic Model Studies of the Service Spillway, Shadehill Dam, Missouri River Basin Project PDF Author: E. J. Rusho
Publisher:
ISBN:
Category : Dams
Languages : en
Pages : 9

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Hydraulic Model Studies of the Overflow Spillway, Cedar Bluff Dam, Missouri River Basin Project

Hydraulic Model Studies of the Overflow Spillway, Cedar Bluff Dam, Missouri River Basin Project PDF Author:
Publisher:
ISBN:
Category : Cedar Bluff Dam (Kan.)
Languages : en
Pages : 78

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Spillway for Oahe Dam, Missouri River, South Dakota

Spillway for Oahe Dam, Missouri River, South Dakota PDF Author: Edwin S. Melsheimer
Publisher:
ISBN:
Category : Hydraulic models
Languages : en
Pages : 62

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