CIV E 530 - OPEN-CHANNEL HYDRAULICS FALL 2008 - MIDTERM 1 - SOLUTION

PROBLEM 3

Q = C L H ^1.5

H = 4 in = 4/12 ft = 0.3333 ft.

L = 8 ft

C = 3.09

Q = 3.09 × 8 × (0.3333)^1.5 = 4.76 cfs.

Problem 4

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