For the given rainfall excess hyetograph and 1-hour UH, compute the storm hydrograph for the corresponding watershed.
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For the given rainfall excess hyetograph and 1-hour UH, compute the storm hydrograph for the corresponding watershed. Assume no losses, no infiltration, and no evaporation.
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Related Book For
Water Systems Analysis Design, And Planning Urban Infrastructure
ISBN: 9780367528454
1st Edition
Authors: Mohammad Karamouz
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