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Spillway modifications, Miraflores dam, Panama canal zone
Model investigations on 1 to 36-scale general model and 1 to 20- and 1 to 50-scale section models were made to determine suitability of various schemes for protection against further erosion and for development of design details of selected scheme; Miraflores Dam spillway is gravity ogee section designed for maximum head on crest of 18 ft; spillway is composed of eight 45 ft wide bays with vertical-lift gates; no stilling basin is provided; results indicated that adequate protection would be provided by addition of stilling basin consisting of 40 ft long apron terminated by 3 ft high dentated end sill.
Spillway modifications, Miraflores dam, Panama canal zone
Model investigations on 1 to 36-scale general model and 1 to 20- and 1 to 50-scale section models were made to determine suitability of various schemes for protection against further erosion and for development of design details of selected scheme; Miraflores Dam spillway is gravity ogee section designed for maximum head on crest of 18 ft; spillway is composed of eight 45 ft wide bays with vertical-lift gates; no stilling basin is provided; results indicated that adequate protection would be provided by addition of stilling basin consisting of 40 ft long apron terminated by 3 ft high dentated end sill.
Spillway modifications, Miraflores dam, Panama canal zone
U S Waterways Experiment Station -- Tech Report
Murphy, T.E. (Autor:in) / Cummins, Jr., R.S. (Autor:in)
1965
43 pages
Report
Englisch
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