Design alined channel to cally a (50 Cumecs). Assume bed slope as (1 in 8l00) and side slope 45° ,n=0.o15 . discharge of

Q: A right-angled triangular channel carries a flow of 16,000 l/s. The Manning's n = 0.020 and the…

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Q: Calculate values of the followings: y, B and v in the channel.

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Q: The trapezoidal channel carrying a discharge of 100 m3 /sec. The bed of the channel descends at the…

A: Discharge in trapezoidal channel, Channel bed slope, NOTE Manning's constant,

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: b) Using the conditions of best hydraulic trapezoidal section, design a rigid-boundary trapezoidal…

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Q: Q (5-2)/ Water flows uniformly in an earth rectangular cross section open channel. Data available…

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Q: Consider a farm irrigation ditch in a loam soil having the following dimensions: bottom width, 0.5m;…

A: Bottom width = 0.5m Total depth = 0.6m Side slope 1H:1V means slope m= 1        tan450=1 Depth of…

Q: Water flows in a trapezoidal channel with a bottom width of 2.5m and side slopes of 1 vertical to 2…

A: Given : Bottom width = 2.5 m side slope = 1 vertical to 2 horizontal Discharge = 3 m3/s Slope =…

Q: Determine the normal flow depth, Froude Number at normal depth and the critical depth for the…

A: Given data: width = 6 m Q=24 m3 /s n=0.012 s=1 in 200

Q: For a trapezoidal channel (n=0.025, So = 0.002) with a bottom width of 15 m and a side slope of 2.5,…

A: Channel - Trapezoidal Manning's Coefficient, n = 0.025Bed slope, SO = 0.002Bottom width, B = 15m…

Q: Determine the normal depth in a triangular channel with bed slope of 0.0005, n = 0.013 and central…

A: Triangular Channel Bed slope (S) = 0.0005 Manning coefficient (n) = 0.013 Central angle = 90°…

Q: Find the downstream water depth y2 and velocity V2 for a rectangular channel with constant width (5…

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Q: In a 6-ft Parshall flume, the gage reading in the approach well is 2 ft. The submergence is 90%, for…

A: W = 6 ft (width of the Parshall flume)H = 2 ft (headwater depth)Correction factor = 14

Q: Water flows uniformly in a finished concrete rectangular channel (n = 0.02) with a bottom width of…

A: 1. bottom width of the channel = 0.85 m2. Flow depth in the channel = 0.4 m3. bottom slope of the…

Q: Q (5-1)/ Water flows uniformly in an earth rectangular cross section open BMW channel, Data…

A: B = 200 m So = 0.0002n = 0.025 Q = 800 m3/s

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.