The pipe connection shown shows a series-parallel connection. The rate of flow in the pipeline 1 is 300liters/sec. Assuming equal values of f=0.02 for all pipes. 1. Compute the discharge of pipeline 2 in cu.m per sec. 2. Compute the discharge of pipeline 3 in cu.m per sec. 3. Compute the discharge of pipeline 4 in cu.m per sec. Q-300 liters/sec. D₂=202.7 mm Ø L₂=150 m D=202.7 mm Ø L₁=300 m D,=303.2 mm Ø L-450 m D=202.7 mm Ø L=75 m D-381 mm Ø L-300 m

The pipe connection shown shows a series-parallel connection. The rate of flow in the pipeline 1 is 300liters/sec. Assuming equal values of f=0.02 for all pipes. 1. Compute the discharge of pipeline 2 in cu.m per sec. 2. Compute the discharge of pipeline 3 in cu.m per sec. 3. Compute the discharge of pipeline 4 in cu.m per sec. Q-300 liters/sec. D₂=202.7 mm Ø L₂=150 m D=202.7 mm Ø L₁=300 m D,=303.2 mm Ø L-450 m D=202.7 mm Ø L=75 m D-381 mm Ø L-300 m

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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