Ехample 2-1 Rain falls as shown in the rainfall hyetograph (intensity Vs. time) in Fig. E2-1 (a). The o index for the Storm is 0.5 in./hr and is constant over5 hr. Plot the net rainfall on the hydrograph (flow vs. time) given in Fig. E2-1 (a). Determine the total volume of runoff and the watershed area. 1cfs 1.008 ac-in/hr 2.0 1.5 1.0 0.5 0 1 2. 4 5 Time (hr) 700 600 500 400 300 200 100 0 4 8 12 16 20 Time (hr) 24 Q (cfs) iT (in/hr)

Ехample 2-1 Rain falls as shown in the rainfall hyetograph (intensity Vs. time) in Fig. E2-1 (a). The o index for the Storm is 0.5 in./hr and is constant over5 hr. Plot the net rainfall on the hydrograph (flow vs. time) given in Fig. E2-1 (a). Determine the total volume of runoff and the watershed area. 1cfs 1.008 ac-in/hr 2.0 1.5 1.0 0.5 0 1 2. 4 5 Time (hr) 700 600 500 400 300 200 100 0 4 8 12 16 20 Time (hr) 24 Q (cfs) iT (in/hr)

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Subject water resources
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