Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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- 4.61. Water flows at 11 m³/s in a rectangular channel of width 5 m. The slope of the channel is 0.1% and the Manning roughness coefficient is equal to 0.035. If the depth of flow at a selected section is 2 m, calculate the upstream depths at 20 m intervals along the channel until the depth of flow is within 5% of the uniform flow depth.arrow_forwardWater flows in a 8-m-wide rectangular channel that has a longitudinal slope of 0.01%. The channel has an equivalent sand roughness of 2 mm. Calculate the uniform-flow depth in m when the flow rate is 12 m3/s. Use the Darcy–Weisbach equation.arrow_forwardThe Chezy coefficient is 80 for flow in a rectangular channel that has a width of 3 m and normal depth of 1.5 m. What is the velocity in the channel if the bottom slope is 0.016? a. 2.19 m/s b. 7.16 m/s c. 8.76 m/s d. 39.44 m/sarrow_forward
- Water flows in a concrete rectangular channel (n = 0.013) that is 12.0 m wide and water depth of 2.5 m. The channel slope is 0.0028. Calculate the water velocity V and flow rate Q.arrow_forward1 Determine the normal flow depth (expressed to the nearest mm) in a rectangular channel 3m wide with a discharge of 3.5 m³/sec. The longitudinal slope is 0.0005 mm/mm'and Manning roughness factor is 0.013.arrow_forwardProblem 1. Determine the rate of flow in a trapezoidal concrete lined canal (n=0.013) having side slope of 3:4 and bottom width of 2 m if the depth of flow is 2 m. The channel bed is laid on a slope of 3 m per 2 km. (Hint: Apply Manning's Formula.)arrow_forward
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