Using the convolution equation, develop a storm hydrograph for the rainfall intensity i and infiltration f given in the table (at the end of each time step) using the 30-min unit hydrograph U given below.
Time (hr) | 0 | 0.5 | 1.0 | 1 .5 | 2.0 | 2.5 | 3.0 | 3.5 | 4.0 | 4.5 | 5.0 |
i (cm/hr) | 0 | 1.0 | 1.25 | 2.5 | 1.0 |
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f (cm/hr) | 0 | 0.75 | 0.5 | 0.4 | 0.3 |
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U (m3/s) | 0 | 33 | 66 | 80 | 75 | 55 | 35 | 20 | 10 | 4 | 0 |
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