of 15 m/s, estimate the direct runoff hydrograph (DRH) and the discharge of the 6 -h unit hydrograph (UH) for this catchment.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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The flood hydrograph (resulting hydrograph) due to a 6 -h storm is 470 m³/s. The average depth
of rainfall is 8 cm. Assume an average infiltration loss of (-0.25 cm/h) and a constant base flow
of 15 m³/s, estimate the direct runoff hydrograph (DRH) and the discharge of the 6 -h unit
hydrograph (UH) for this catchment.
Transcribed Image Text:The flood hydrograph (resulting hydrograph) due to a 6 -h storm is 470 m³/s. The average depth of rainfall is 8 cm. Assume an average infiltration loss of (-0.25 cm/h) and a constant base flow of 15 m³/s, estimate the direct runoff hydrograph (DRH) and the discharge of the 6 -h unit hydrograph (UH) for this catchment.
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