The ordinates of a six-hour unit hydrograph for a catchment area of 1000 km are given below Time (hr.) UH Ordinates (m'/is-cm) 6 12 18 24 30 36 42 80 200 146 80 50 I5 The storm lasted for 18 hours. The effective rainfall increments (rainfall excess) for six-hou periods are 0.6 em, 2 em, and I em respectively. Compute the runoff hydrograph. Also fine out the peak flow and the volume of runoff.
The ordinates of a six-hour unit hydrograph for a catchment area of 1000 km are given below Time (hr.) UH Ordinates (m'/is-cm) 6 12 18 24 30 36 42 80 200 146 80 50 I5 The storm lasted for 18 hours. The effective rainfall increments (rainfall excess) for six-hou periods are 0.6 em, 2 em, and I em respectively. Compute the runoff hydrograph. Also fine out the peak flow and the volume of runoff.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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