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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Transcribed Image Text:The ordinates of a six-hour unit hydrograph for a catchment area of 1000 km are given below.
Time (hr.)
UH Ordinates (m'/s-em)
12
200
18
30
36
15
6
24
42
80
146
80
50
The storm lasted for 18 hours. The effective rainfall increments (rainfall excess) for six-hour
periods are 0.6 cm. 2 cm, and 1 cm respectively. Compute the runoff hydrograph. Also find
out the peak flow and the volume of runoff.
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