Hydraulic model studies of the Enders Dam Spillway and Outlet Works-Missouri Basin Project
Title | Hydraulic model studies of the Enders Dam Spillway and Outlet Works-Missouri Basin Project PDF eBook |
Author | |
Publisher | |
Pages | 14 |
Release | 1948 |
Genre | |
ISBN |
Hydraulic Model Studies of the Enders Dam Spillway and Outlet Works, Missouri Basin Project
Title | Hydraulic Model Studies of the Enders Dam Spillway and Outlet Works, Missouri Basin Project PDF eBook |
Author | E. J. Rusho |
Publisher | |
Pages | 28 |
Release | 1948 |
Genre | Dams |
ISBN |
Hydraulic Model Studies of the Spillway and Outlet Works of Anchor Dam, Owl Creek Unit, Missouri River Basin Project
Title | Hydraulic Model Studies of the Spillway and Outlet Works of Anchor Dam, Owl Creek Unit, Missouri River Basin Project PDF eBook |
Author | W. P. Simmons |
Publisher | |
Pages | 18 |
Release | 1951 |
Genre | Anchor Dam (Wyo.) |
ISBN |
Hydraulic Model Studies of Tiber Dam Auxiliary Outlet Works
Title | Hydraulic Model Studies of Tiber Dam Auxiliary Outlet Works PDF eBook |
Author | G. L. Beichley |
Publisher | |
Pages | 48 |
Release | 1970 |
Genre | Hydraulic engineering |
ISBN |
Hydraulic Model Studies of Norton Dam Outlet Works, Missouri River Basin Project, Kansas
Title | Hydraulic Model Studies of Norton Dam Outlet Works, Missouri River Basin Project, Kansas PDF eBook |
Author | Danny L. King |
Publisher | |
Pages | 60 |
Release | 1963 |
Genre | Hydraulic models |
ISBN |
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 on the Spillway for the Angostura Dam, Angostura Unit, Missouri Basin Project
Title | Hydraulic Model Studies on the Spillway for the Angostura Dam, Angostura Unit, Missouri Basin Project PDF eBook |
Author | |
Publisher | |
Pages | 80 |
Release | 1946 |
Genre | Angostura Dam (S.D.) |
ISBN |
Hydraulic Model Studies for the Design of the Angostura Canal Outlet Works, Missouri Basin Project, South Dakota
Title | Hydraulic Model Studies for the Design of the Angostura Canal Outlet Works, Missouri Basin Project, South Dakota PDF eBook |
Author | Ben R. Blackwell |
Publisher | |
Pages | 64 |
Release | 1947 |
Genre | Angostura Dam (S.D.) |
ISBN |
This report describes model studies on a 1 to 12 scale model of the Angostura Canal outlet works. The model studies indicated that improved operation could be obtained by modifying the layout of the stilling-basin and the canal.