An asphalt-lined triangular channel is to be designed around a design discharge of1.5m 3 /s at a slope of 0.001. To prevent channel failure during construction, the channel side slope, m,needs to be designed around the angle of repose of the site material, where φ=27°. Determine freeboardheight, F, and minimum total channel depth, y T.

A steep rectangular channel is to carry flow rate of 1.90 m3/s wirh a slope of 0.01 and roughness coefficient of 0.011, for a minimum area of the material to use, compute: Depth if the channel in m 0.15 1.51 1.15 0.51 Width of the channel in m .30 1.02 3.02 2.30 Area of the steel material to be used if the channel is 3m 4.56 0.52 0.45 6.12

Your assigned problem: The channel consists of a smooth cement section (m = 0.109) and overflow regions on each side that contain light brush (m = 1.54). If the bottom of the channel has a slope of 0.0015, determine the steady volumetric flow when the depth is 2.5meters. [1 m 1.5 m -5 5m 2m -5 m

Problem 2 A rectangular channel has a bottom width of 6.0 ft, and a longitudinal slope of 0.3% (S = 0.003). The discharge is 90 cfs. (a) Determine normal depth if n = 0.014 (concrete channel) (b) Determine normal depth if n = 0.022 (vegetated channel) (c) Determine critical depth (does n matter?) (d) Determine category of channel slope (mild or steep) if the channel is concrete. State reason. (e) Determine category of channel slope (mild or steep) if the channel is vegetated. State reason. (f) Compare your answers to (d) and (e). Can you determine the channel slope category just by looking at the numerical value of S? (g) Water depth is 2.0 ft at one point. Determine the type of profile in a concrete channel. Make a sketch. (h) Water depth is 2.0 ft at one point. Determine the type of profile in a vegetated channel. Make a sketch.

A rectangular channel has a bottom width of 6.0 ft, and a longitudinal slope of 0.3% (So = 0.003). The discharge is 90 cfs. (a) Determine normal depth if n = 0.014 (concrete channel)(b) Determine normal depth if n = 0.022 (vegetated channel)(c) Determine critical depth (does n matter?)(d) Determine category of channel slope (mild or steep) if the channel is concrete. State reason.(e) Determine category of channel slope (mild or steep) if the channel is vegetated. State reason.(f) Compare your answers to (d) and (e). Can you determine the channel slope category just by looking at the numerical value of S? (g) Water depth is 2.0 ft at one point. Determine the type of profile in a concrete channel. Make a sketch. (h) Water depth is 2.0 ft at one point. Determine the type of profile in a vegetated channel. Make a sketch.   Please solve all parts

Please help. Show complete solution and avoid truncation. Thank you A steep rectangular channel is to carry flow rate of 1.90 m3/s wirh a slope of 0.01 and roughness coefficient of 0.011, for a minimum area of the material to use, compute: Depth if the channel in m Width of the channel in m Area of the steel material to be used if the channel is 3m

Civil Dont copy and give genuine answer  Anirrigation canal has been designed to have R = 2,5 m and S = 1.6 x 10. The sediment on the bed has a median size of 0.30 mm. Find: (i) the bed condition that may be expected, (ii) the height and spacing of undulations, and (iii) the advance velocity of the undulations. Assume depth of flow and mean velocity of flow to be 2.8 m and 0.95 m/s, respectively.

Q2: Design a concrete-lined canal cross section to carry a discharge of 24 cumecs. The longitudinal slope of the canal is 26 cm/km and the side slopes are 1.5:1, The desired bed width-depth ratio is 2.5 , (n = 0.018).

An urban drainage consists of an underground pipe of diameter d=0.9m laid on a slope of 0.002 and discharges the flood discharge at a depth of 0.8d. If the Manning’s roughness coefficient of the pipe is n= 0.015, what is the magnitude of the flood discharge. Determine also: i) the normal depth flow ii) ) the critical depth corresponding to this flow iii) the Froude number of flow and iv) the type of flow

Hydraulic Please both answer required otherwise please don't attempt