Given the rainfall excess hyetograph and the 1-hr UH below: Time (hr) 0 1 2 3 4 5 6 7 8 Excess rainfall (in) 1 2 1 0.5 Direct runoff (cfs) 0 100 200 400 300 200 100 50 0 Compute the resulting storm hydrograph and assume no losses to infiltration and evapotranspiration
Given the rainfall excess hyetograph and the 1-hr UH below: Time (hr) 0 1 2 3 4 5 6 7 8 Excess rainfall (in) 1 2 1 0.5 Direct runoff (cfs) 0 100 200 400 300 200 100 50 0 Compute the resulting storm hydrograph and assume no losses to infiltration and evapotranspiration
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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- Given the rainfall excess hyetograph and the 1-hr UH below:
Time (hr) | 0 | 1 | 2 | 3 | 4 | 5 | 6 | 7 | 8 |
Excess rainfall (in) | 1 | 2 | 1 | 0.5 | |||||
Direct runoff (cfs) | 0 | 100 | 200 | 400 | 300 | 200 | 100 | 50 | 0 |
Compute the resulting storm hydrograph and assume no losses to infiltration and evapotranspiration
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