The observed stream flow and rainfall data are tabulated below. The catchment area is 282.6 km2. Using the straight line method for base flow separation. 1pm 2pm 3pm 4pm 5pm " Time from start of rainfall (hr) Observed Hydrograph (m3/s) 150 150 350 800 1200 Time (hr) Observed Rainfall (cm/hr) i. ii. iii. iv. 1am-2am 0.25 6pm 7pm 8pm 9pm 10pm 11pm 12pm 900 750 550 350 225 Estimate the volume of direct runoff. Determine the excess rainfall (Effective Rainfall). Determine Ø-index. Determine lag time. 2am-3am 2.75 3am-4am 2.75 150 150 4am-5am 0.25

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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The observed stream flow and rainfall data are tabulated below. The catchment area is 282.6 km2. Using the straight line
method for base flow separation.
1pm 2pm 3pm 4pm 5pm 6pm 7pm 8pm
Time from
start of
rainfall
(hr)
Observed
Hydrograph
(m3/s)
150 150 350 800
Time (hr)
Observed Rainfall (cm/hr)
i.
ii.
iii.
iv.
1200 900 750 550 350 225
1am-2am
0.25
Estimate the volume of direct runoff.
Determine the excess rainfall (Effective Rainfall).
Determine Ø-index.
Determine lag time.
9pm 10pm 11pm 12pm
2am-3am
2.75
3am-4am
2.75
150
150
4am-5am
0.25
Transcribed Image Text:The observed stream flow and rainfall data are tabulated below. The catchment area is 282.6 km2. Using the straight line method for base flow separation. 1pm 2pm 3pm 4pm 5pm 6pm 7pm 8pm Time from start of rainfall (hr) Observed Hydrograph (m3/s) 150 150 350 800 Time (hr) Observed Rainfall (cm/hr) i. ii. iii. iv. 1200 900 750 550 350 225 1am-2am 0.25 Estimate the volume of direct runoff. Determine the excess rainfall (Effective Rainfall). Determine Ø-index. Determine lag time. 9pm 10pm 11pm 12pm 2am-3am 2.75 3am-4am 2.75 150 150 4am-5am 0.25
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