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Water flows at the rate of 12 m³/s, at a depth of 1.5 m, in a 10 m wide irrigation canal. Assume  uniform flow and use n=0.035 21. Calculate the value of the specific energy.  a. 1.81 J/N  b. 1.53 J/N  c. 1.74 J/N  d. 1.65 J/N 22. Compute the boundary shearing stress at the wall  a. 7.33 Pa b. 3.77 Pa  c. 5.11 Pa  d. 4.66 Pa

Water flows at the rate of 12 m³/s, at a depth of 1.5 m, in a 10 m wide irrigation canal. Assume  uniform flow and use n=0.035 21. Calculate the value of the specific energy.  a. 1.81 J/N  b. 1.53 J/N  c. 1.74 J/N  d. 1.65 J/N 22. Compute the boundary shearing stress at the wall  a. 7.33 Pa b. 3.77 Pa  c. 5.11 Pa  d. 4.66 Pa

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Water flows at the rate of 12 m³/s, at a depth of 1.5 m, in a 10 m wide irrigation canal. Assume 
uniform flow and use n=0.035
21. Calculate the value of the specific energy. 
a. 1.81 J/N 
b. 1.53 J/N 
c. 1.74 J/N 
d. 1.65 J/N
22. Compute the boundary shearing stress at the wall 
a. 7.33 Pa
b. 3.77 Pa 
c. 5.11 Pa 
d. 4.66 Pa

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