Given the following storm pattern, unit storm, and unit hydrograph determine the composite hydrograph.
Unit storm = 1 in. effective rainfall in 1 hr
Actual Storm | Pattern Time | Volume of Effective Rainfall (in.) |
| 1:00 2:00 3:00 4:00 | 2 2.5 7 3 |
Unit hydrograph (triangular) with base length = 5 hr, time to peak flow = 1.5 hr, and maximum ordinate = 0.4 in./hr.
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