Author: W. P. Simmons
Publisher:
ISBN:
Category : Anchor Dam (Wyo.)
Languages : en
Pages : 18
Book Description
Hydraulic Model Studies of the Spillway and Outlet Works of Anchor Dam, Owl Creek Unit, Missouri River Basin Project
Anchor Dam, Constructed 1957-1961, Missouri River Basin Project, Wyoming
Author: United States. Bureau of Reclamation
Publisher:
ISBN:
Category : Anchor Dam
Languages : en
Pages : 172
Book Description
Publisher:
ISBN:
Category : Anchor Dam
Languages : en
Pages : 172
Book Description
Anchor Dam
Author: United States. Bureau of Reclamation
Publisher:
ISBN:
Category : Anchor Dam
Languages : en
Pages : 174
Book Description
Publisher:
ISBN:
Category : Anchor Dam
Languages : en
Pages : 174
Book Description
Laboratory Reports
Author: United States. Bureau of Reclamation. Technical Library, Denver
Publisher:
ISBN:
Category : Hydraulic engineering
Languages : en
Pages : 456
Book Description
Publisher:
ISBN:
Category : Hydraulic engineering
Languages : en
Pages : 456
Book Description
Hydraulic Model Studies of Tiber Dam Auxiliary Outlet Works
Author: G. L. Beichley
Publisher:
ISBN:
Category : Hydraulic engineering
Languages : en
Pages : 48
Book Description
Publisher:
ISBN:
Category : Hydraulic engineering
Languages : en
Pages : 48
Book Description
Hydraulic Model Study of a Proposed Outlet Works Design for Anchor Dam, Missouri River Basin Project
Author: United States. Bureau of Reclamation. Research and Geology Division
Publisher:
ISBN:
Category : Anchor Dam (Wyo.)
Languages : en
Pages : 8
Book Description
Publisher:
ISBN:
Category : Anchor Dam (Wyo.)
Languages : en
Pages : 8
Book Description
Hydraulic Research in the United States
Author:
Publisher:
ISBN:
Category : Hydraulic engineering
Languages : en
Pages : 1076
Book Description
Publisher:
ISBN:
Category : Hydraulic engineering
Languages : en
Pages : 1076
Book Description
NBS Special Publication
Author:
Publisher:
ISBN:
Category : Weights and measures
Languages : en
Pages : 298
Book Description
Publisher:
ISBN:
Category : Weights and measures
Languages : en
Pages : 298
Book Description
Hydraulic Model Studies of Norton Dam Outlet Works, Missouri River Basin Project, Kansas
Author: Danny L. King
Publisher:
ISBN:
Category : Hydraulic models
Languages : en
Pages : 60
Book Description
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).
Publisher:
ISBN:
Category : Hydraulic models
Languages : en
Pages : 60
Book Description
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).
Index to Laboratory and Other Numbered Reports
Author: Ferdinand Stenger
Publisher:
ISBN:
Category : Engineering
Languages : en
Pages : 336
Book Description
Publisher:
ISBN:
Category : Engineering
Languages : en
Pages : 336
Book Description