Determine the flow velocity (ft/s) a most hydraulically efficient trapezoidal channel (m=2) would be designed to carry water on a slope of 0.0015‐m/m excavated in coarse gravel with D75 of 1.2‐in (n=0.03). Consider the angle of repose for the gravel to be 40o and the critical shear stress of the coarse gravel to be 0.456lb/ft2.

Determine the flow velocity (ft/s) a most hydraulically efficient trapezoidal channel (m=2) would be designed to...
A 7-ft wide channel carrying water with a flow rate of Q =2 ft/s is metered by a V-notch weir with an included angle of 639 into a second unfinished concrete channel of 1/2 the width of the first, and a depth of 1/2 Y. If the vertex of the notch is 0.2 ft from the ground, please answer the following questiohs: A. What is the upstream velocity of the fluid (uniform approximation away from the weir)? B. What is...
Question 6 A concrete-lined trapezoidal channel with uniform flow has a normal depth of 1.5 m. The base width is 4 m and the side slopes are equal at 1 vertical to 2 horizontal. Mannin‘s n-0015. The bed slope 0.001 Compute the mean velocity and discharge. If the above channel were to be designed for flooding, it may have a section like in Figure below 8 m 8 m 4 m When the flow goes over the top of the...
Q2) A canal of trapezoidal section has bed width of 8 m and bed slope of 1 in 4000. If the depth of flow is 2.4 m and side slopes of the chamel are 1 horizontal to 3 vertical, determine the average flow velocity and the discharge carried by the channel. Also compute the average shear stress at the channel boundary. Take value of Chezy's constant = 55. Q3) 6.11. A power canal of trapezoidal section has to be excavated...