3. The inflow hydrograph to a rectangular channel is given below. The channel has a width of 50 ft, a bottom slope of 0.0025, and a concrete lining with trowel finish (normal condition). The length of the channel is 32,000 ft. Using the kinematic wave method, calculate and plot the outflow hydrograph on the same graph as the inflow hydrograph. Time (hr) Inflow (cfs) ง 0 400 1 800 2 1,600 3 2,500 4 3,300 5 2,800 6 2,300 7 1,800 8 1,300 9 800 10 300

3. The inflow hydrograph to a rectangular channel is given below. The channel has a width of 50 ft, a bottom slope of 0.0025, and a concrete lining with trowel finish (normal condition). The length of the channel is 32,000 ft. Using the kinematic wave method, calculate and plot the outflow hydrograph on the same graph as the inflow hydrograph. Time (hr) Inflow (cfs) ง 0 400 1 800 2 1,600 3 2,500 4 3,300 5 2,800 6 2,300 7 1,800 8 1,300 9 800 10 300

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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