Engineering, 21.11.2019 05:31, decarlosgibbonsgggg
Ahigh overflow spillway1 80 m wide carries a design discharge of 400 m3 /sec. the face of the dam has an upstream slope of 3: 1 and the downstream face has a slope of 2: 1. assume a corrected discharge coefficient (co) 2 of 2.22 based on model studies and assume negligible approach velocity based on the dam height. compute the static (design) head and define the crest profile for the spillway. display your results by plotting both the upstream and downstream faces of the dam and spillway.
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Ahigh overflow spillway1 80 m wide carries a design discharge of 400 m3 /sec. the face of the dam ha...
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