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(1) Determine the length of an equivalent pipe to replace Branches 1 and 2 assuming the equivalent pipe diameter is 3 m and f= 0.02. (2) Determine the flow rate in Branch 1. (3) The pressure at A is 500 kPa. Compute the pressure (kPa) at F.

(1) Determine the length of an equivalent pipe to replace Branches 1 and 2 assuming the equivalent pipe diameter is 3 m and f= 0.02. (2) Determine the flow rate in Branch 1. (3) The pressure at A is 500 kPa. Compute the pressure (kPa) at F.

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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3.12.4. In the pipe system depicted in Figure P3.12.4, the discharge in pipe AB is 100 m³/s. Branch 1 is 500 m long and it has a diameter of 2 m and a friction factor (f) of 0.018. Branch 2 has a length of 400 m, diameter of 3 m, and a friction factor of 0.02. Use Darch-Weisbach equation to compute head loss. Figure P3.12.4 A Length Diameter Pipe AB 60 m 3 m 0.02 B Pipe CF 120 m 3 m 0.02 Branch 1 Branch 2 C F (1) Determine the length of an equivalent pipe to replace Branches 1 and 2 assuming the equivalent pipe diameter is 3 m and f= 0.02. (2) Determine the flow rate in Branch 1. (3) The pressure at A is 500 kPa. Compute the pressure (kPa) at F.
Transcribed Image Text:3.12.4. In the pipe system depicted in Figure P3.12.4, the discharge in pipe AB is 100 m³/s. Branch 1 is 500 m long and it has a diameter of 2 m and a friction factor (f) of 0.018. Branch 2 has a length of 400 m, diameter of 3 m, and a friction factor of 0.02. Use Darch-Weisbach equation to compute head loss. Figure P3.12.4 A Length Diameter Pipe AB 60 m 3 m 0.02 B Pipe CF 120 m 3 m 0.02 Branch 1 Branch 2 C F (1) Determine the length of an equivalent pipe to replace Branches 1 and 2 assuming the equivalent pipe diameter is 3 m and f= 0.02. (2) Determine the flow rate in Branch 1. (3) The pressure at A is 500 kPa. Compute the pressure (kPa) at F.
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