For the channel described in Problem 14.27, compute the normal discharge that would be expected for a
Question:
For the channel described in Problem 14.27, 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 a depth of 20 in.
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Data from Prob 1427n ...View the full answer
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