Q2. Two storms having duration of 4-hv and 2.hr respectively. If the rainfall excess values for the two storms were 2cm & 3cm respectively respectively occurs successive calculate the resulting direct runoff hydrographif the 2-hr UH For the Catchment is given below Time hr 2 4 G lo 12 14 16 18 2hr UH 25 50 75 125 100 60 20

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Q2. Two storms having duration of 4-hv and 2.hr
respectively. If the rainfall excess values for the two
storms were 2cm f 3cm respectively occurs Successive
calculate the resulting direct runoff hydrographif the
2-hr UH For the Catchment is given below
Time hr
2
4 G
10
12
14
16 18
2hr UH
25
50 75 125 100 60
20
Transcribed Image Text:Q2. Two storms having duration of 4-hv and 2.hr respectively. If the rainfall excess values for the two storms were 2cm f 3cm respectively occurs Successive calculate the resulting direct runoff hydrographif the 2-hr UH For the Catchment is given below Time hr 2 4 G 10 12 14 16 18 2hr UH 25 50 75 125 100 60 20
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