Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Spillway for Proctor Dam, Leon River, Texas
The spillway will include a low weir with sloping upstream face and an ogee crest. The crest was designed for a head of 29 ft although heads up to 39 ft are expected. Tests were conducted in a 1:40-scale section model of the spillway to verify the adequacy of the proposed crest shapes with the upstream face of the weir on slopes of 3 on 2 and 3 on 3. Optimum pressure conditions and discharge coefficients were obtained with a crest shape which was tangent to the upstream face of the dam. (Author)
Spillway for Proctor Dam, Leon River, Texas
The spillway will include a low weir with sloping upstream face and an ogee crest. The crest was designed for a head of 29 ft although heads up to 39 ft are expected. Tests were conducted in a 1:40-scale section model of the spillway to verify the adequacy of the proposed crest shapes with the upstream face of the weir on slopes of 3 on 2 and 3 on 3. Optimum pressure conditions and discharge coefficients were obtained with a crest shape which was tangent to the upstream face of the dam. (Author)
Spillway for Proctor Dam, Leon River, Texas
E. S. Melsheimer (Autor:in) / T. E. Murphy (Autor:in)
1964
44 pages
Report
Keine Angabe
Englisch
Civil Engineering , Hydrology & Limnology , Dams , Hydraulic models , Pressure , Design , Model tests , Rivers , Mechanical drawings , Tables , Texas , Spillways , Procter Dam , Leone River , Weirs
Spillway for Proctor Dam, Leon River, Texas
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