3. The 500 mm diameter pipe conveys treated water to supply a municipality with a demand of 40 MLD. Determine the head loss in meter if the length of the pipe is 10 km considering that (a) friction factor f is 0.018, (b) Hazen-William coefficient C is 90, and (c) Mannings coefficient n is 0.015.

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Q: Types of Minor Losses in Pipe Question 1: The flow in a pipe is laminar and Reynold's number is…

A: Laminar pipe flow- Reynold's No. Re=1600

Q: 10.In turbulent flow the losses are proportional to the velocity. hl&v O true O False

A: False  In Turbulent flow head losses are proportional to square of velocity.

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Q: Oil (s=0.80) and viscosity (u = 0.098 Pa – sec) flow from a reservoir of surface elevation 100…

A: Please find attached images for solution

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Q: 3: Answer either A- A submerged pipe outlet has the following data: F.S.L of distributary 100.00 m,…

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Q: Water of temperature 30° is flowing with flow rate 0.055 liters/s in a straight 50mm diameter UPVC…

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Q: Problem 6: EGL and HGL (II) Part A Why is the energy gradient (i.e., the slope of the EGL=EL) larger…

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Q: Oil flows through a 200 mm diameter horizontal cast iron pipe (friction factor f = 0.0225) of length…

A: Given data- Diameter D=200 mm =0.2 m, Friction factor f=0.0225, Length L=500 m, Flow Q=0.32 m3/s,…

Q: Show step by step solution for num 7

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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.