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1. The figure shows a looping water pipe system. The pressure drop stood at 200030> mmHg from point A to point B. Assume f = 0.053 all pipes. PIPE 1 Qu PIPE2 A B PIPE 3 Diameter, mm Length, m <330000> <1200030> 2500> Pipe 1 400 2 300 3 200 a. Compute the discharge at pipe 1 b. Compute the discharge at point A c. Compute the diameter of the equivalent pipe of the same material with a length of 1500m

1. The figure shows a looping water pipe system. The pressure drop stood at 200030> mmHg from point A to point B. Assume f = 0.053 all pipes. PIPE 1 Qu PIPE2 A B PIPE 3 Diameter, mm Length, m <330000> <1200030> 2500> Pipe 1 400 2 300 3 200 a. Compute the discharge at pipe 1 b. Compute the discharge at point A c. Compute the diameter of the equivalent pipe of the same material with a length of 1500m

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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1. The figure shows a looping water pipe system. The pressure drop stood at200030> mmHg from point A to point B. Assume f = 0.053 all pipes. PIPE 1 Qu PIPE2 A B PIPE 3 Length, m <33000 0> <1200030> 2500 > Pipe Diameter, mm 1 400 300 3 200 a. Compute the discharge at pipe 1 b. Compute the discharge at point A c. Compute the diameter of the equivalent pipe of the same material with a length of 1500m
Transcribed Image Text:1. The figure shows a looping water pipe system. The pressure drop stood at200030> mmHg from point A to point B. Assume f = 0.053 all pipes. PIPE 1 Qu PIPE2 A B PIPE 3 Length, m <33000 0> <1200030> 2500 > Pipe Diameter, mm 1 400 300 3 200 a. Compute the discharge at pipe 1 b. Compute the discharge at point A c. Compute the diameter of the equivalent pipe of the same material with a length of 1500m
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