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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

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

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 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
Transcribed Image Text: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
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