Q3- The observed stream flow data are tabulated below. The catchment area is 282.6 km2. Using the straight line method for base flow separation. Time (hr) 1 2 3 4 5 7 8 9 10 11 12 Cumulative 5725 Discharge (m3/s) 150 300 650 1450 2650 3550 4300 4850 5200 5425 5575 Estimate the volume of direct runoff. Determine the Effective Rainfall depth
Q3- The observed stream flow data are tabulated below. The catchment area is 282.6 km2. Using the straight line method for base flow separation. Time (hr) 1 2 3 4 5 7 8 9 10 11 12 Cumulative 5725 Discharge (m3/s) 150 300 650 1450 2650 3550 4300 4850 5200 5425 5575 Estimate the volume of direct runoff. Determine the Effective Rainfall depth
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:Q3- The observed stream flow data are tabulated below. The catchment area is 282.6 km2. Using the straight line method for base
flow separation.
Time (hr)
1 2 3
5 6 7 8
4
10
11
12
Cumulative
5725
Discharge
(m3/s)
150
300
650
1450
2650
3550
4300
4850
5200
5425
5575
Estimate the volume of direct runoff.
Determine the Effective Rainfall depth
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