A detention basin will be built at the outlet of a 75-acre watershed. The stage-storage relationship for the planned basin is given in the table below. A weir type outlet with crest at elevation 101 ft will be used. The 25-year peak runoff rate from the watershed is 360 cfs, and this should be reduced to 180 cfs at the detention basin outlet. If themaximum storage volumeneeded forthe basin is5 acre-ft, determine the size of theoutlet weir.
A detention basin will be built at the outlet of a 75-acre watershed. The stage-storage relationship for the planned basin is given in the table below. A weir type outlet with crest at elevation 101 ft will be used. The 25-year peak runoff rate from the watershed is 360 cfs, and this should be reduced to 180 cfs at the detention basin outlet. If themaximum storage volumeneeded forthe basin is5 acre-ft, determine the size of theoutlet weir.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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A detention basin will be built at the outlet of a 75-acre watershed. The stage-storage relationship for the planned basin is given in the table below. A weir type outlet with crest at elevation 101 ft will be used. The 25-year peak runoff rate from the watershed is 360 cfs, and this should be reduced to 180 cfs at the detention basin outlet. If themaximum storage volumeneeded forthe basin is5 acre-ft, determine the size of theoutlet weir.
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