Design a grass-lined drainage channel (n = 0.04) to carry 350 m'/s with 4H:1V side slopes, a B/y of 6 and a longitudinal slope of 0.0007. Use the USBR equation for freeboard. Compute the velocity, Froude Number and tractive force at design capacity. Freeboard B A=By+ss y2 P=B+2y√√1+²

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Q: A STORm SEWER FLOWIR FULL HASs O.57. 4. A SLOPE OF D = /5 INCH FIND Opue m 2 0.013 CO PEN CHANVEL…

A: Slope = S = .5% = .5100 = .005Diameter = D = 15in.M = .013

Q: Given the discharge of the trapezoidal canal of 3 m3/sec., flow velocity of 1.37 m/sec, bottom width…

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Q: An open channel is to be constructed of concrete (n=0.013) and designed to carry 5.0 m/s. Th channel…

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A: As per Bartleby's guidelines we are supposed to answer only first three questions. Kindly repost…

Q: A storm drainage channel has the shape shown in Figure 5. It is made of unfinished concrete and has…

A: To determine the hydraulic radius and the normal discharge at different normal depth for a given…

Q: Design a straight trapezoidal erodible channel that can carry a discharge of 12.5m^3/s using…

A: Solution: Given: Mannings constant, n = 0.024 slope   so = 0.0015 Q=12 m3/s

Q: of trapezoidal section has to be √3 excavated throught A power Canal hard Clay at the least cost…

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Q: Water flows at 25 m^3/s down a rectangular channel made of unfinished concrete. The channel has a…

A: Q = 25 m3/sS = 0.008b = 4 mdepth of water = 2.6 mn = 0.018use increment = 0.1To find:The critical…

Highway Drainage

Highway drainage is the process of extracting and regulating the excess surface water on the pavement by giving the desired slope. The construction of a highway drain helps to divert the water present on the surface, and sub-grade by the means of slope. Highway drainage systems are a necessary part of smooth functioning of traffic, since the highway drainage systems provide proper disposal of unwanted substances from the highways.