Determine the discharge at pipeline 2 in lit/sec assuming f=0.02 for all pipes.700 m450mm diam.0.86m3/sPipe 2800 m400mm diam.Pipe 3700 m500mm diam.O 200100250

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Answered: Determine the discharge at pipeline 2…

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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A 150mm x 50mm venturi meter set up is installed in a vertical pipeline.Determine the flow if the meter coefficient of the device is 0.97.
Answe completely with diagram
10. Determine the flow in each pipe in the figure shown and the elevation of reservoir C if the inflow to reservoir A is 515 lit/sec. El. 7 B. 90 m E. 90 m B. D. 300m-450 mm El. 80 m 600m-600 mm f 0.025 300m-450m f0.03 600m 450 mm
Three parts ...
For the water distribution system given below, find the discharge at each pipe. The roughness for all pipes is 0.02. Pipe Diameter Length El. = 126 m (m) (cm) 15 350 El. = 109 m AJ BJ CJ 10 200 10 250 -11-1 A El. = 100 m
Situation 1: For the pipe network shown, the flow of water from the reservoir A to the junction is 0.035 cu.m.per second. Pipe 1: L = 300 m, D 202.70 mm, f = 0.015 Pipe 4: L = 300 m, D = 381 mm, f 0.015 Pipe 5: L = 450 m, D 303.20 mm, f 0.015 %3D Pipe 2: L = 150 m, D 202.70 mm, f 0.015 Pipe 3: L 75 m, D 202.70 mm, f 0.015 A B Q, = 0.035cumecs 4. Determine the flow in the upper branch Q2. 5. Determine the flow in the lower branch Q3. 6. Determine the flow in the lower branch Q4. 7. Determine the total head loss between the inlet A and the outlet B.
1. The total headloss from A to E is 26.2 m. Compute the flow for all pipes B 2 D 3 E Pipe C 5 AB BD DE BC CD f 0.02 0.02 0.02 0.02 0.02 Diameter Length (mm) in (m) 600 500 600 400 450 600 650 700 450 450
A pipe system has a discharge of 0.106 m'/s with n- 0.013. Length (m) Pipe Dia (mm0) 1 100 250 150 200 250 150
Fluid mechanics ضهذعسو
A Cole pitometer is set with its orifices at the center of a 40cm pipe. Determine the discharge if the deflection, z of carbon tetrachloride (s = 1.50) in the differential gauge is 325mm. Use C = 0.84 and the ratio of the mean velocity to center velocity may be assumed as 0.83. C4o cm
Situation 3: The head loss from A to E is 30 m. Compute the flow for pipes 1, 2, 3, 4, and 5 7. Compute for the discharge at pipe 1 8. Compute for the discharge at pipe 2 9. Compute for the discharge at pipe 3 10. Compute for the discharge at pipe 4 11. Compute for the discharge at pipe 5 Pipe f Diameter Length (mm) in (m) 1 0.025 500 450 2 0.022 300 600 3 0.021 350 1500 4 0.023 450 2800 5 0.023 350 600 6 0.025 450 600
B.eqn.

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Determine the discharge at pipeline 2 in lit/sec assuming f=0.02 for all pipes. 700 m 450mm diam. 0.86m3/s Pipe 2 800 m 400mm diam. Pipe 3 700 m 500mm diam. O 200 100 250