Complete the following attatched question please with all working please. 3.1 In a rectangular concrete channel, the uniform equilibrium flow depth is 3.2 m. The channel is 2 m wide and the bedslope is 0.0006. Compute and give the values (and units) of the following quantities: (a) uniform equilibrium flowvelocity, (b) Darcy friction factor, (c) discharge.Solution: The problem is solved using the momentum principle. The bed shear stress must be estimated using the Darcy-Weisbach friction factor. See textbook pp. 69-77. Note that the calculations are iterative.Numerical solution: Vo = 1.53 m/s, do = 3.2 m, f= 0.0154 (kg = 1 mm), to = 4.43 Pa3.2. A rectangular channel (12-m wide) is faced with rubble masonry (kg = 50 mm). The total flow rate is 12.5 m³/s andthe bed slope is 0.001.(3.2.1) Compute and give the values and units of the following quantities: (a) uniform equilibrium flow depth, (b) Darcyfriction factor, (c) boundary shear stress(3.2.2) Is the uniform equilibrium flow sub- or super-critical?(3.2.3) From where would you control the flow?Numerical solution: V₁1.17 m/s, do=0.891 m (for kg = 50 mm)

Gievn data,y = Uniform equilibrium flow depth =3.2 mb = Channel width = 2 mS = Bed slope = 0.0006n =…

a rectangular concrete channel, the equilibrium depth is 3.2 m. The channel is 2 m wide and the bed slope is 0.0006. Compute and give the values (and units) of the following quantities: (a) uniform equilibrium flow velocity, (b) Darcy friction factor, (c) discharge.

a rectangular concrete channel, the equilibrium depth is 3.2 m. The channel is 2 m wide and the bed slope is 0.0006. Compute and give the values (and units) of the following quantities: (a) uniform equilibrium flow velocity, (b) Darcy friction factor, (c) discharge.

Fundamentals of Geotechnical Engineering (MindTap Course List)

5th Edition

ISBN:9781305635180

Author:Braja M. Das, Nagaratnam Sivakugan

Publisher:Braja M. Das, Nagaratnam Sivakugan

Chapter8: Stresses In A Soil Mass

Section: Chapter Questions

Problem 8.2P

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