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
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
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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