Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Spillway for John Redmond dam grand (Neosho) river, Kansas -- Hydraulic model investigation
664-ft long spillway will consist of low ogee weir surmounted by 14 tainter gates, sloping chute, and hydraulic jump-type stilling basin; models of spillway were used to study flow in curved approach channel, over weir, and in stilling basin and exit channel; to obtain desired spillway capacity, approach channel was deepened 15 ft for 200 ft upstream of weir, weir profile was revised, and stub dike was installed at right abutment; satisfactory stilling basin was developed at desired elevation, consisting of 141-ft long horizontal apron with 2 rows of baffles and end sill.
Spillway for John Redmond dam grand (Neosho) river, Kansas -- Hydraulic model investigation
664-ft long spillway will consist of low ogee weir surmounted by 14 tainter gates, sloping chute, and hydraulic jump-type stilling basin; models of spillway were used to study flow in curved approach channel, over weir, and in stilling basin and exit channel; to obtain desired spillway capacity, approach channel was deepened 15 ft for 200 ft upstream of weir, weir profile was revised, and stub dike was installed at right abutment; satisfactory stilling basin was developed at desired elevation, consisting of 141-ft long horizontal apron with 2 rows of baffles and end sill.
Spillway for John Redmond dam grand (Neosho) river, Kansas -- Hydraulic model investigation
U S Waterways Experiment Station -- Tech Report
Murphy, T.E. (Autor:in) / Bucci, D.R. (Autor:in)
1962
69 pages
Report
Englisch
© Metadata Copyright Elsevier B. V. All rights reserved.
Kansas Plan for Neosho River Basin Development
| Wiley | 1947
Moving Neosho river bridge on Santa Fe railway
Engineering Index Backfile | 1953