CIV E 530 - OPEN-CHANNEL HYDRAULICS

SPRING 2007 - MIDTERM 1 - SOLUTION

PROBLEM 1

yc = (q2/g) 0.33333

q= 50 m2/s

g = 9.81 m/s2

yc = (2500/9.81) 0.33333 = 6.34 m

vc= q/ yc = 50/6.34 = 7.88 m/s

Problem 2

 
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