Compute the discharge rates in the five-segment channel system show below. Use four cross-section in each channel segment. Develop cross-sections for each segment based on a channel depth of 1.52 m (5.0 ft), 2H:1V channel side slope, a left and right overbank width of 30.5 m (100 ft) with a lateral overbank of 0.01, and a valley wall lateral slope of 5H:1V. The channel bottom elevation at downstream boundary is 89.33 m (293.0 ft). Use a contraction loss coefficient of 0.15 and an expansion loss coefficient of 0.3.
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