Consider an impervious area with the length of 40 m, slope of 0. 03. The effective Manning

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Consider an impervious area with the length of 40 m, slope of 0. 03. The effective Manning coefficient is 0. 03. Determine the runoff hydrograph for a constant rainfall excess rate of 20 mm/h with 10-minute duration at the exit point of the area.

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