For each channel designed in Problem 14.30, compute the normal discharge that would be expected for a
Question:
For each channel designed in Problem 14.30, compute the normal discharge that would be expected for a slope of 0.005 if the channel is made from formed unfinished concrete.
In Problem
A trapezoidal channel has a bottom width of 2.00 ft and a pitch of its sides of z = 1.50. Compute the flow area and hydraulic radius for depths ranging from 6.00 in to 24.00 in. Plot flow area and hydraulic radius versus depth.
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b 200 ft z 150 ...View the full answer
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