Time (days) Runoff (m³/s) Runoff (m³/s) 11 Time (days) 1 3 8 3 9. 7 3 5 10 4 4 11 5 15 12 6 18 13 1 7 16 14 1

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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TABLE Q3(c)
Time (days)
Runoff (m³/s)
3
Time (days)
Runoff (m³/s)
1
8.
11
3
9.
7
3
10
4
4
9
11
2
15
12
6.
18
13
1
7
16
14
1
Transcribed Image Text:TABLE Q3(c) Time (days) Runoff (m³/s) 3 Time (days) Runoff (m³/s) 1 8. 11 3 9. 7 3 10 4 4 9 11 2 15 12 6. 18 13 1 7 16 14 1
Based on 14 days runoff data given in TABLE Q3(c), determine the unit hydrograph
for the catchment if the area is 4500 km². Separate the baseflow by using appropriate
method.
Transcribed Image Text:Based on 14 days runoff data given in TABLE Q3(c), determine the unit hydrograph for the catchment if the area is 4500 km². Separate the baseflow by using appropriate method.
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