Q2 In a transition from a rectangular channel (2.5m wide, 2m deep) to a trapezoidal channel (bottom width 4m, side slope

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Q2 In a transition from a rectangular channel (2.5m wide, 2m deep) to a trapezoidal channel (bottom width 4m, side slope

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Q2 In A Transition From A Rectangular Channel 2 5m Wide 2m Deep To A Trapezoidal Channel Bottom Width 4m Side Slope 1
Q2 In A Transition From A Rectangular Channel 2 5m Wide 2m Deep To A Trapezoidal Channel Bottom Width 4m Side Slope 1 (70.96 KiB) Viewed 31 times
Q2 In a transition from a rectangular channel (2.5m wide, 2m deep) to a trapezoidal channel (bottom width 4m, side slopes 2 on 1, depth 1.3m) the energy loss is equal to 0.4 times the difference between velocity heads. The discharge is 5.8m³/s: (i) determine the difference between the elevations of the upstream and downstream channel bed surfaces. [6] (ii) plot a sketch of the side channel transition and the water surface elevation profile. [4]
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