Hydraulic Model Studies of the Spillway and Outlet Works, Heart Butte Dam, Missouri River Basin Project

Hydraulic Model Studies of the Spillway and Outlet Works, Heart Butte Dam, Missouri River Basin Project PDF Author: E. J. Rusho
Publisher:
ISBN:
Category : Dams
Languages : en
Pages : 12

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Hydraulic Model Studies of the Spillway and Outlet Works, Heart Butte Dam, Missouri River Basin Project

Hydraulic Model Studies of the Spillway and Outlet Works, Heart Butte Dam, Missouri River Basin Project PDF Author: E. J. Rusho
Publisher:
ISBN:
Category : Dams
Languages : en
Pages : 12

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Heart Butte Dam, Heart Butte Unit, Missouri River Basin Project

Heart Butte Dam, Heart Butte Unit, Missouri River Basin Project PDF Author: United States. Bureau of Reclamation
Publisher:
ISBN:
Category : Heart Butte Dam
Languages : en
Pages : 162

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Hydraulic Model Studies of the Spillway and Outlet Works of Anchor Dam, Owl Creek Unit, Missouri River Basin Project

Hydraulic Model Studies of the Spillway and Outlet Works of Anchor Dam, Owl Creek Unit, Missouri River Basin Project PDF Author: W. P. Simmons
Publisher:
ISBN:
Category : Anchor Dam (Wyo.)
Languages : en
Pages : 18

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Hydraulic Model Studies of Tiber Dam Auxiliary Outlet Works

Hydraulic Model Studies of Tiber Dam Auxiliary Outlet Works PDF Author: G. L. Beichley
Publisher:
ISBN:
Category : Hydraulic engineering
Languages : en
Pages : 48

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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).

Laboratory Reports

Laboratory Reports PDF Author: United States. Bureau of Reclamation. Technical Library, Denver
Publisher:
ISBN:
Category : Hydraulic engineering
Languages : en
Pages : 456

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Hydraulic model studies of the Enders Dam Spillway and Outlet Works-Missouri Basin Project

Hydraulic model studies of the Enders Dam Spillway and Outlet Works-Missouri Basin Project PDF Author:
Publisher:
ISBN:
Category :
Languages : en
Pages : 14

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Hydraulic Model Studies of the Overflow Spillway and the Hale Ditch Irrigation Outlet, Bonny Dam, Missouri River Basin Project

Hydraulic Model Studies of the Overflow Spillway and the Hale Ditch Irrigation Outlet, Bonny Dam, Missouri River Basin Project PDF Author:
Publisher:
ISBN:
Category : Bonny Dam (Colo.)
Languages : en
Pages : 72

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NBS Special Publication

NBS Special Publication PDF Author:
Publisher:
ISBN:
Category : Weights and measures
Languages : en
Pages : 298

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Hydraulic Research in the United States

Hydraulic Research in the United States PDF Author:
Publisher:
ISBN:
Category : Hydraulic engineering
Languages : en
Pages : 220

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