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3) In the branched pipe system below, water is flowing at 0.0142 m³/s in a lew, clean DN 100 Schedule 40 pipe (ID = 0.1023 m) at A. The flow splits into two %3D new, clean DN 50 Schedule 40 pipes (ID = 0.0525 m; A = 0.00216 m³) as shown and then rejoins at B. Call the upper branch "a" and the lower branch "b." The friction factor in the upper branch is 0.021, and the friction factor in the lower branch is 0.0215. Calculate the flow rate in each of the branches. Include the effect of all minor losses in the lower branch. The total length of the pipe in the lower branch is 60 m. The elbows are standard. DN 100 Schedule 40 DN 100 Schedule 40 30 m PA Рв DN 50 Schedule 40 Angle valve fully open

3) In the branched pipe system below, water is flowing at 0.0142 m³/s in a lew, clean DN 100 Schedule 40 pipe (ID = 0.1023 m) at A. The flow splits into two %3D new, clean DN 50 Schedule 40 pipes (ID = 0.0525 m; A = 0.00216 m³) as shown and then rejoins at B. Call the upper branch "a" and the lower branch "b." The friction factor in the upper branch is 0.021, and the friction factor in the lower branch is 0.0215. Calculate the flow rate in each of the branches. Include the effect of all minor losses in the lower branch. The total length of the pipe in the lower branch is 60 m. The elbows are standard. DN 100 Schedule 40 DN 100 Schedule 40 30 m PA Рв DN 50 Schedule 40 Angle valve fully open

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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3) In the branched pipe system below, water is flowing at 0.0142 m³/s in a lew, clean DN 100 Schedule 40 pipe (ID = 0.1023 m) at A. The flow splits into two %3D new, clean DN 50 Schedule 40 pipes (ID = 0.0525 m; A = 0.00216 m³) as shown and then rejoins at B. Call the upper branch "a" and the lower branch "b." The friction factor in the upper branch is 0.021, and the friction factor in the lower branch is 0.0215. Calculate the flow rate in each of the branches. Include the effect of all minor losses in the lower branch. The total length of the pipe in the lower branch is 60 m. The elbows are standard. DN 100 Schedule 40 DN 100 Schedule 40 30 m PA Рв DN 50 Schedule 40 Angle valve fully open
Transcribed Image Text:3) In the branched pipe system below, water is flowing at 0.0142 m³/s in a lew, clean DN 100 Schedule 40 pipe (ID = 0.1023 m) at A. The flow splits into two %3D new, clean DN 50 Schedule 40 pipes (ID = 0.0525 m; A = 0.00216 m³) as shown and then rejoins at B. Call the upper branch "a" and the lower branch "b." The friction factor in the upper branch is 0.021, and the friction factor in the lower branch is 0.0215. Calculate the flow rate in each of the branches. Include the effect of all minor losses in the lower branch. The total length of the pipe in the lower branch is 60 m. The elbows are standard. DN 100 Schedule 40 DN 100 Schedule 40 30 m PA Рв DN 50 Schedule 40 Angle valve fully open
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