A discharge of 750 liters/sec flows through a pipe having a diameter of 400 mm and a length of 65 m long. Compute the following hand losses in the pipe in meters. 1. Using Manning’s Equation with n = 0.013.  a. 8.44 b. 8.96 c. 7.50 d. 7.18 2. Using Darcy Weisback formula with f = 0.012.  a. 3.54 b. 2.15 c. 3.17 d. 2.75 3. Using Hazen Williams formula with C = 100.  a. 7.45 b. 6.12 c. 7.86 d. 7.01

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Q: er of

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Q: Problem 2(: For the series/parallel pipe system shown, determine the flow rate in pipe 4 if the…

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Q: a discharge of 700L/s flows through a pipe having a diameter of 400mm and a length of 60m long.…

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Q: 0.9m^3 400m-300mm 500m-200mm 0.2m^3 0.1m^3 n0.013 fa0.017 for all 4 pipes s00m-200mm 300m-150mm…

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Q: Le1500 m, D-1.0m. 0.02 Le1200 m. D;-0.8 m. 1,-0. 02 Q. 3 L1600 m, D1.2m, f-0.024

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Q: Pipe Length, m Diameter, mm Elev A = 90 m A 1 300 100 Pipe-1 0 2 400 150 Pipe-2 Pipe-3 3 500 200…

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Storm Sewers and Detention

The storm drains system transports rainwater or stormwater and other runoff from roads, parking lots, and roof downpipes directly to nearby creeks, rivers, or the sea without any treatment.