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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A: Diameter = 0.3 m PA = 500 kPa LAB = 100 m QAB = 175 L/s = 0.175 m3/s C = 100 Find: (a) Head lost…

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Q: Oil (SG = 0.89), with a kinematic viscosity of 0.007 ft2/s, flows in a 3-in.-diameter pipe at 0.049…

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

A: This question is related to the Fluid mechanic from Civil Engineering.In this question ask about the…

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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.