Hydraulics Q. 480. A sluice gate spans a channel of 18m width and has an opening of 0.75m deep and discharges 46.44m3/s of water. If a standing wave is formed on the downstream side of the sluice. Determine the probable height of the sequent depth. Find also the loss of energy due to the jump. Calculate the length of the jump. Comment on the type of jump.

Q: 5The 71-cm-diameter pump in Fig. 11.7a at 1170 r/min is 5m/ 3. used to pump water at 20°C through a…

A: The given data is: ρg=9790 N/m2ρv=2.35 KPa

Q: Q4: A conical tube of length 2 m fixed vertically with its smaller end upwards. The velocity head,…

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Q: For the gate/jump/weir system sketched in Fig. theflow rate was determined to be 379 ft3/s.…

A: Part a.

Q: A hydraulic jump is formed in a 2 m wide rectangular channel which is horizontal and frictionless.…

A: A wide rectangular channel- Width of the channel b=2 m, Post jump depth y2=0.8 m/s, Post jump…

Q: A vertical rectangular sluice gate of 5m width is held by supports on its both sides and lowered…

A: A vertical sluice gate is given, and it has been asked in the question to determine the total…

Q: jump is formed in a 2 m wide channel which is horizontal and A hydraulic rectangular frictionless.…

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Q: Q1-10: There is a sluice gate at upstream section of 3.5 m wide rectangular channel (see below…

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Q: The hydraulic jump has a depth of 5 m at the downstream end, and the velocity is V2=1.75 m/s. If the…

A: NOTE: Due to some technical issue, formulation and equation writings is not possible. Hence, images…

Q: An abrupt rise of 1m was designed to control a hydraulic jump generated after a 5 m wide sluice gate…

A: Abrupt rise = 1 mWidth of sluice gate = 5 mOpening = 0.25 mFlow discharge = Flow depth = 1.25 mTo…

Q: A 10-cm diameter x 20 m long closed conduit pipe inclining at 45°, flowing upward full of water at a…

A: Given, D = 10 cm or 0.1 m L = 20 m  P1 = 50 kPa f = 0.02

Q: d) Water zig-zags through a horizontal channel flocculator of plan area 12x20 m at a mean channel…

A: i Head loss through the brain    H1=nV1+n-1V222g         = 19x0.22+19.1x0.622x9.81         = 0.369…

Q: A rectangular channel carrying supercritical stream is to be provided with a hydraulic jump type of…

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Q: A pipe has a total length of 9800 ft with diameter of 30 in., and its thickness is 5/8 in. Assume…

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Q: Q- At a hydraulic jump, the depths at its two sides are 0.3 m and 1.2m. Find the head loss in the…

A: Given data- Water depths- y1=0.3 m,y2=1.2 m, To Find- The head loss in the jump.

Q: For Broad crested weir, the discharge - V /29 EL passing over the weir of 3.55m in width was found…

A: The given figure is shown below:

Q: A hydrolic jump occurs in a 4m wide rectangular channel carrying 5m^3/s on a slope of 0.004. The…

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Q: A partially open sluice gate discharges water into a rectangular channel. The tail water depth in…

A: Given,  Froud number = 1/2√2 CC= 0.9 Tail water depth, y2 = 3m Find out :- height of sluice gate…

Q: The rectangular channel is 3 m wide and caries a flow of 10 m3/s. At the 3.5 m drop, water is at the…

A: Hydraulic jump: Hydraulic jump is defined as the rise of water, this is occurred due to the…

Q: Hydraulics Q. 480. A sluice gate spans a channel of 18m width and has an opening of 0.75m deep and…

A: Given data  Depth Discharge  Width

Q: In a rectangular channel 3.5 m wide laid at a slope of 0.0036, uniform flow occurs at a depth of 2…

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Q: Determine the initial depth and celerity of the positive surge waves.

A: To solve this problem, we can apply the conservation of mass and momentum equations to the surge…

Q: A 3 m wide rectangular channel, as shown, carries a flow of 11.7m³/s. hydraulic jump Ус y2 2 Az =…

A: Given data: rectangular channel width = 3 m Discharge = 11.7 m3/s At section 3 hump = 0.4 m

Q: A pipe 1500 m long and 200 mm in diameter is laid at a slope of 1 in 200 for the first half length…

A: Length of pipe = 1500 mDiameter = 200 mmSlope for 1st half length = 1 in 200Slope for 2nd half…

Q: Q3) Water flows uniformly with a flow rate of 5 m/s in a rectangular open channel of 2.5 m wide. A…

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Q: Q. 13. A 2.5m wide rectangular channel carries 6m³/s of flow at a depth of 0.50m. Calculate the…

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Q: Q7: At hydraullc jump, the depths at the two sides are 0.3 and 1.4 m. The head loss in the jump is…

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Q: Water approaches the wide sluice gate of Fig.  atV1 = 0.2 m/s and y1 = 1 m. Accounting for…

A: Given data : At section-1 : Velocity, V1 = 0.2 m/s and depth, y1 = 1 m To find : (a) depth, y2 (b)…

Q: 1. Find the equation of internal bending moment as a function of x. Given: w= 2, EI= 100, L= 12…

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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.