Author:
Publisher:
ISBN:
Category : Erosion
Languages : en
Pages : 62
Book Description
Hydraulic Model Studies of Glendo Dam Outlet Works, Missouri River Basin Project, Wyoming
Author:
Publisher:
ISBN:
Category : Erosion
Languages : en
Pages : 62
Book Description
Publisher:
ISBN:
Category : Erosion
Languages : en
Pages : 62
Book Description
Hydraulic Model Studies of Glendo Dam Outlet Works, Glendo Unit, Missouri River Basin Project, Wyoming
Author:
Publisher:
ISBN:
Category : Dams
Languages : en
Pages : 78
Book Description
Publisher:
ISBN:
Category : Dams
Languages : en
Pages : 78
Book Description
Glendo Dam and Powerplant
Author: United States. Department of the Interior
Publisher:
ISBN:
Category : Hydraulic engineering
Languages : en
Pages : 444
Book Description
Publisher:
ISBN:
Category : Hydraulic engineering
Languages : en
Pages : 444
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 Downpull Computations for Glendo Dam Fixed-wheel Gate, Missouri River Basin Project, Wyoming
Author: Donald Colgate
Publisher:
ISBN:
Category : Gates
Languages : en
Pages : 30
Book Description
The hydraulic downpull forces that will be caused by 2-minute closures of the 16.5- by 21.0 foot Glendo Dam outlet works fixed-wheel gate were computed. Previous model studies (Hydraulics Laboratory Report No. Hyd-421, February 8, 1957) evaluated the hydraulic downpull for a stable condition of flow with the gate stationary at various openings. The present computation showed the added downpull caused by water trapped in the shaft above the gate during rapid closures to be about 4,500 pounds for gate openings larger than 3 feet. No additional downpull occurred at openings smaller than 3 feet. The maximum downpull of 40,000 pounds that occurs at 0.25 foot gate opening remains the maximum and unchanged. (Author).
Publisher:
ISBN:
Category : Gates
Languages : en
Pages : 30
Book Description
The hydraulic downpull forces that will be caused by 2-minute closures of the 16.5- by 21.0 foot Glendo Dam outlet works fixed-wheel gate were computed. Previous model studies (Hydraulics Laboratory Report No. Hyd-421, February 8, 1957) evaluated the hydraulic downpull for a stable condition of flow with the gate stationary at various openings. The present computation showed the added downpull caused by water trapped in the shaft above the gate during rapid closures to be about 4,500 pounds for gate openings larger than 3 feet. No additional downpull occurred at openings smaller than 3 feet. The maximum downpull of 40,000 pounds that occurs at 0.25 foot gate opening remains the maximum and unchanged. (Author).
Hydraulic Model Studies of the Spillway and Outlet Works of Anchor Dam, Owl Creek Unit, Missouri River Basin Project
Author: W. P. Simmons
Publisher:
ISBN:
Category : Anchor Dam (Wyo.)
Languages : en
Pages : 18
Book Description
Publisher:
ISBN:
Category : Anchor Dam (Wyo.)
Languages : en
Pages : 18
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).
Hydraulic Model Studies of the Outlet Works and Wasteway for Lovewell Dam, Bostwick Division, Missouri River Basin Project
Author: Engineering and Research Center (Denver, CO ; bis 1988). Engineering Laboratories Branch
Publisher:
ISBN:
Category :
Languages : en
Pages : 10
Book Description
Publisher:
ISBN:
Category :
Languages : en
Pages : 10
Book Description
Hydraulic model studies of the Enders Dam Spillway and Outlet Works-Missouri Basin Project
Author:
Publisher:
ISBN:
Category :
Languages : en
Pages : 14
Book Description
Publisher:
ISBN:
Category :
Languages : en
Pages : 14
Book Description
Hydraulic Model Studies of the Overflow Spillway and the Hale Ditch Irrigation Outlet, Bonny Dam, Missouri River Basin Project
Author:
Publisher:
ISBN:
Category : Bonny Dam (Colo.)
Languages : en
Pages : 72
Book Description
Publisher:
ISBN:
Category : Bonny Dam (Colo.)
Languages : en
Pages : 72
Book Description