Question 3) Water transmission line is constructed to transmit water from A reservoir to city with 200 l's of total discharge. 150 l/s is supplied from reservoir and the other part is added from B point (Use same types of pipes through the pipeline). Maximum allowable pressure on the pipeline is 100 m. Minimum pressure of transmission line, (-) = 3 m, William-Hazen coefficient, C is 100. (V = 0.85CR®® j®s« ). Determine the diameter of pipeline, design WTL economically. Commercial Pipe Diameters: $200, 250, 300,350, 400, 450,500, 550, 600.. , 250m 162m (A) l100m 50 l's s/ (B) 3000 m 1000 m 2000 m City

Question 3) Water transmission line is constructed to transmit water from A reservoir to city with 200 l's of total discharge. 150 l/s is supplied from reservoir and the other part is added from B point (Use same types of pipes through the pipeline). Maximum allowable pressure on the pipeline is 100 m. Minimum pressure of transmission line, (-) = 3 m, William-Hazen coefficient, C is 100. (V = 0.85CR®® j®s« ). Determine the diameter of pipeline, design WTL economically. Commercial Pipe Diameters: $200, 250, 300,350, 400, 450,500, 550, 600.. , 250m 162m (A) l100m 50 l's s/ (B) 3000 m 1000 m 2000 m City

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Oil is being transported at a rate of 20gal/min through a 2-in schedule 40 steel pipe (ID = 2.067in). The oil has a viscosity of 20cP and a specific gravity of 0.85. The line is slanted, and the static pressure at one point in the line is 45 psig. Calculate the static pressure (in psig) at a location in the line 200 feet further along flow direction and 50 feet lower in elevation.
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Three pipes 1, 2, 3 are connected as shown. If the total discharge forthe system is 610 L/s and the friction factor f is equal for all pipes,then:What is the flow rate (in L/s) in pipe 3?
Problem 4 Find the flowrate in each pipe. CH= 130 300 gpm Pipe AB BD DC AC с Diameter (in) Length (ft) 250 100 250 100 2.0 2.0 4.0 4.0 B D 190 gpm 110 gpm
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Water at 20°C is pumped at a rate of 15 L/s into a reservoir as shown in the Figure below. Between the pump and the reservoir is 150 m of 100 mm diameter PVC pipe, and the water surface elevation in the reservoir is 8 m above the centerline of the inflow pipe. The roughness height of the PVC pipe can be assumed to be negligibly small. Estimate the gauge pressure (kPa) on the downstream side of the pump. 15 L/s 133 120 111.7 131.5 Pump P - 150 m. 100 mm Reservoir 8m
At night, water is pumped from a treatment plant reservoir through distributing piping to an elevated storage tank. Assume no other withdrawals from the system. The water surface in the supply reservoir is at 3m elevation, the lift pump elevation is 6m, the water elevation in the elevated tank is 42m. The pipe network maybe considered equivalent to 1500m of 250mm diameter. Use C=100. There is a supply of 60 Liters/sec. to the tank. a. Compute the head loss of the 250mm diameter pipe. b. Compute the pump discharge pressure required to supply a flow of 60L/s to the tank, c. Compute the slope of the energy gradient
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