CE Board HGE Problem 66 (Hydraulics and Geotechnical Engineering)

(CE May 2014) A rectangular channel carries a discharge of 16.9 m³/s when flowing 1.2 m depth. If the width of the canal is 10 m

a. Compute the Specific Energy
b. Compute the normal Slope. IF n = 0.017
c. Compute the Average Shear Stress of the boundary, in N/m^2