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Situation 1. The flow rate of water through the pipe system shown in the figure is 45 L/s under total head loss of 8.5 m. Assume C 120 for all pipes. LINE A 300 m, 200 mm LINE B 266 m, 160 mm A. 2.63 B. 2.85 LINE C 190 m 18. Calculate the flow through Line B in L/s. A. 18.4 C. 22.1 B. 20.7 D. 24.6 11. Calculate the head loss in Line B in meters. C. 3.04 D. 3.39 12. Determine the diameter of Line C in mm. A. 140 B. 150 C. D. 160 170 LINE D 510 m, 250 mm

Situation 1. The flow rate of water through the pipe system shown in the figure is 45 L/s under total head loss of 8.5 m. Assume C 120 for all pipes. LINE A 300 m, 200 mm LINE B 266 m, 160 mm A. 2.63 B. 2.85 LINE C 190 m 18. Calculate the flow through Line B in L/s. A. 18.4 C. 22.1 B. 20.7 D. 24.6 11. Calculate the head loss in Line B in meters. C. 3.04 D. 3.39 12. Determine the diameter of Line C in mm. A. 140 B. 150 C. D. 160 170 LINE D 510 m, 250 mm

Structural Analysis
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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Situation 1. The flow rate of water through the pipe system shown in the figure is 45 L/s under total head loss of 8.5 m. Assume C 120 for all pipes. LINE A 300 m, 200 mm LINE B 266 m, 160 mm A. 2.63 B. 2.85 LINE C 190 m 18. Calculate the flow through Line 8 in L/s. A. 18.4 C. 22.1 B. 20.7 D. 24.6 11. Calculate the head loss in Line B in meters. C. 3.04 D. 3.39 12. Determine the diameter of Line C in mm. A. 140 B. 150 C. D. 160 170 LINE D 510 m, 250 mm
Transcribed Image Text:Situation 1. The flow rate of water through the pipe system shown in the figure is 45 L/s under total head loss of 8.5 m. Assume C 120 for all pipes. LINE A 300 m, 200 mm LINE B 266 m, 160 mm A. 2.63 B. 2.85 LINE C 190 m 18. Calculate the flow through Line 8 in L/s. A. 18.4 C. 22.1 B. 20.7 D. 24.6 11. Calculate the head loss in Line B in meters. C. 3.04 D. 3.39 12. Determine the diameter of Line C in mm. A. 140 B. 150 C. D. 160 170 LINE D 510 m, 250 mm
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