Chapter:

non-uniform-flow-in-channels

1. Estimate rate of change of specific energy having bed slope S0 and slope of total energy line Sf.


2. Calculate value of bed slope of a trapezoidal channel having depth 2m and width 2.5m with a side slope of1H:3V. Given: dy/dx=1.43×10-3; Sf = 0.00002; V = 1.5 m/s.


3. Calculate discharge through a trapezoidal channel section if depth of channel is 3m and base width is 3m. Given: C = 30, Sf = 0.0005, A = 12m2.


4. When So > 0 and Yn < Yc, it is called as_______


5. The rate of change of specific energy is given by x2/2 and x ranges from 0 to 3, calculate value of specific energy.


6. If velocity of flow through a wide rectangular channel is 2m⁄s and rate of change of depth is 3×10-5m, calculate manning’s constant of channel if uniform flow depth is 1m and yn=0.6m. Given: Critical depth = 0.5m.


7. If difference between specific energies is 2m calculate rate of change of specific energies if length of back water curve is 26314m.


8. During a critical flow, what is value of Froude’s number


9. Fluid speed before hydraulic jump is ____


10. Calculate value of frictional slope for a rectangular channel having width 5m and depth 3m. Given:V=2 m/s and n = 0.012.