Calculate peak discharge-unit hydrograph for this catchament

Reference no: EM13281401

The peak of a flood hydrograph due to 6 hour storm is 470 m^3 SEc. The average depth of rainfall is 8 cm.Assume an infiltration loss in 0.25 cm/h and a constant base flow of 15 m^3/sec.

Calculate the peak discharge of a 6 hour unit hydrograph for this catchament.

Reference no: EM13281401

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Calculate peak discharge-unit hydrograph for this catchament : The peak of a flood hydrograph due to 6 hour storm is 470 m^3 SEc. The average depth of rainfall is 8 cm.Assume an infiltration loss in 0.25 cm/h and a constant base flow of 15 m^3/sec. Calculate the peak discharge of a 6 hour unit hydrograph for thi..

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