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
Spillway includes low weir with sloping upstream face and ogee crest; crest was designed for head of 29 ft although heads up to 39 ft are expected; tests were conducted in 1:40-scale section model of spillway to verify adequacy of proposed crest shapes with upstream face of weir on slopes of 3 on 2 and 3 on 3; optimum pressure conditions and discharge coefficients were obtained with crest shape which was tangent to upstream face of dam.
Spillway for Proctor Dam, Leon River, Texas
Spillway includes low weir with sloping upstream face and ogee crest; crest was designed for head of 29 ft although heads up to 39 ft are expected; tests were conducted in 1:40-scale section model of spillway to verify adequacy of proposed crest shapes with upstream face of weir on slopes of 3 on 2 and 3 on 3; optimum pressure conditions and discharge coefficients were obtained with crest shape which was tangent to upstream face of dam.
Spillway for Proctor Dam, Leon River, Texas
U S Waterways Experiment Station -- Tech Report
1964
38 pages
Report
Englisch
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Spillway for Proctor Dam, Leon River, Texas
| NTIS | 1964
Spillway for Belton Dam Leon River, Texas
Engineering Index Backfile | 1953
Spillway design for Whitney dam, Brazos river, Texas
Engineering Index Backfile | 1948