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Question

A peak flow of a flood hydrograph due to a six-hour storm is 470 m3/s. The corresponding average depth of rainfall is 8 cm. Assume infiltration loss of 0.25 cm/hour and a constant base flow of 15 m3/s. What is the peak discharge of 6 hour unit hydrograph for this catchment?

A
60 m3/s
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B
70 m3/s
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C
80 m3/s
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D
90 m3/s
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Solution

The correct option is B 70 m3/s
Peak discharge of 6 hr hydrograph=470 m3/s


Peak discharge of D.R.H
= 470 - base flow
=47015=455 m3/s

Now, Rainfall excess depth
= Total rainfall - Infiltration losses
= 8 cm - 0.25 × 6
= 8 - 1.5 = 6.5 cm


Peak discharge of UH
=4556.5=70 m3/s

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