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 1QuPIPE2ABPIPE 3Length, m<33000 0><1200030>2500 >PipeDiameter, mm14003003200a. Compute the discharge at pipe 1b. Compute the discharge at point Ac. 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

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

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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