CIV E 530 - OPEN-CHANNEL HYDRAULICS SPRING 2007 - MIDTERM 1 - SOLUTION

PROBLEM 2

Q = C L H ^1.5

H = 5 in = 5/12 in = 0.4167 in.

L = 8 ft

C = 3.09

Q = 3.09 × 8 × (0.4167)^1.5 = 6.648 cfs.

Problem 3

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