Structural Analysis
Structural Analysis
6th Edition
ISBN: 9781337630931
Author: KASSIMALI, Aslam.
Publisher: Cengage,
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Situation 6: The total flow from Reservoir A in the figure is 650 L/s. The rate flow of pipeline 4 is 380 L/s. Neglect minor loss
(velocity head of pipeline 4)
18. Determine the hedloss at pipeline 4
19. Determine the headloss at pipeline 2
20. Compute the rate of flow of pipeline 2
21. Compute the length of pipeline 1
22. Compute the elevation of reservoir B
VEL 50 m
D = 600 mm
f = 0.02
L-1850 m
D-750 mm
f = 0.02
2
L = 4600 m
D 300 mmm
f = 0.022
4
EL 15 m
L= 4500 m
D = 500 mm
f
0.019
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Transcribed Image Text:Situation 6: The total flow from Reservoir A in the figure is 650 L/s. The rate flow of pipeline 4 is 380 L/s. Neglect minor loss (velocity head of pipeline 4) 18. Determine the hedloss at pipeline 4 19. Determine the headloss at pipeline 2 20. Compute the rate of flow of pipeline 2 21. Compute the length of pipeline 1 22. Compute the elevation of reservoir B VEL 50 m D = 600 mm f = 0.02 L-1850 m D-750 mm f = 0.02 2 L = 4600 m D 300 mmm f = 0.022 4 EL 15 m L= 4500 m D = 500 mm f 0.019
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