12 water flows from-astorage reservoir into Channel which is (20 ft) wide, the channel rectangular Section and (4) below the surface of storage. Calculate the maximum discharge and minimum slope required (Assume Smooth Cement lining of = 0,0) and neglect entrance lossess?

Q: 6- Compute the flow rate for the composite channel shown below if the longitudinal slope is 0.0003.…

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Q: Answer fast

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Q: A 455-mm-diameter concrete pipe changes slope from 0.4% to 0.1% at a manhole. The Manning's…

A: Diameter of pipe = d = 455mm Slopes -  S1 = .4% S2 = .1% Manning's coefficient = .0131 Flow rate = Q…

Q: B. (20 A) Water flows under a sluice gate discharges into a rectangular plain stilling basin. Design…

A: Stilling basin: These are the energy dissipators from the spillway discharge. This basin protects…

Q: QUESTION 2 Compute the wetted paramter in m for a 1.6-m diameter channel with a depth of fow of 1.40…

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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: Design (Find y₁, B, T and Fb) a concrete-lined drainage channel (n = 0.015) to carry 150 m³/s with…

A: Manning's coefficient, n=0.015Discharge, Q=150 m3/sSlope = 1.5 H:1VB/y1=3Longitudinal slope,…

Q: Pipe design A stretch of corrugated metal pipe (n = 0.024) is needed to convey a design storm flow…

A: Given Data:  Discharge, Q=32 ft3sec Manning's coefficient, n=0.024 Slope, S=0.002 Minimum scouring…

Q: planned timber flume (n=0.012). Rectangular in cross section, to carry 0.85cms if the width of the…

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Q: I need help on this problem Manning equation problem for parts a, especially rearranging the…

A: R (hydraulic radius) = A(area)/P(perimeter) = 250*20/(250 + 2*20) = 17.24 Q = 25000 ft3/s Q = 1/n x…

Q: suitable stilling bas ng condition: q=22 m

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