Situation 2 Pipelines 1,2, and 3 are connected parallel to each other. The three pipes carry a combined discharge of 0.86 m³/s. 1 Pipe Length Friction Factor 0.020 0.018 0.022 Diameter 1,800 mm 1,500 mm 2,000 mm 400 mm 350 mm 300 mm A 2 B 3 3 4. Determine the flow rate through pipeline 1 (Q1) in m3/s. 5. Determine the flow rate through pipeline 2 (Q2) in m3/s 6. Determine the flow rate through pipeline 3 (Q3) in m3/s

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Situation 2
Pipelines 1,2, and 3 are connected parallel to each other.
The three pipes carry a combined discharge of 0.86 m³/s.
1
Pipe
Length
Diameter
Friction
Factor
400 mm
1,800 mm
1,500 mm
1
0.020
X A
2
B y
2
350 mm
0.018
3
2,000 mm
300 mm
0.022
3
4. Determine the flow rate through pipeline 1 (Q1) in m3/s.
5. Determine the flow rate through pipeline 2 (Q2) in m3/s
6. Determine the flow rate through pipeline 3 (Q3) in m3/s
Transcribed Image Text:Situation 2 Pipelines 1,2, and 3 are connected parallel to each other. The three pipes carry a combined discharge of 0.86 m³/s. 1 Pipe Length Diameter Friction Factor 400 mm 1,800 mm 1,500 mm 1 0.020 X A 2 B y 2 350 mm 0.018 3 2,000 mm 300 mm 0.022 3 4. Determine the flow rate through pipeline 1 (Q1) in m3/s. 5. Determine the flow rate through pipeline 2 (Q2) in m3/s 6. Determine the flow rate through pipeline 3 (Q3) in m3/s
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