1. Pipelines 1, 2 and 3 are connected with parallel to each other with pipeline 1 having diameter of 450 mm, 600 m long, pipeline 2, having 400 mm , 800 m long and pipeline 3, 500 mm , 700 m long. The 3 pipes carries a combined discharge of 0.92 m³/s. Assuming f = 0.022 for all pipes compute the the discharge for each pipe. Q=0.92 Q₁ = 0.3228 m³/s, Q₂ = 0.2083 m³/s, Q₁ = 0.3889 m³/s 450 mm 600 m 400 mm 800 m 500 mm 700 m Q=0.92 3

1. Pipelines 1, 2 and 3 are connected with parallel to each other with pipeline 1 having diameter of 450 mm, 600 m long, pipeline 2, having 400 mm , 800 m long and pipeline 3, 500 mm , 700 m long. The 3 pipes carries a combined discharge of 0.92 m³/s. Assuming f = 0.022 for all pipes compute the the discharge for each pipe. Q=0.92 Q₁ = 0.3228 m³/s, Q₂ = 0.2083 m³/s, Q₁ = 0.3889 m³/s 450 mm 600 m 400 mm 800 m 500 mm 700 m Q=0.92 3

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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Question

1. Pipelines 1, 2 and 3 are connected with parallel to each other with pipeline 1 having diameter of 450 mm, 600 m long,
pipeline 2, having 400 mm , 800 m long and pipeline 3, 500 mm , 700 m long. The 3 pipes carries a combined discharge of
0.92 m³/s. Assuming f = 0.022 for all pipes compute the the discharge for each pipe.
Q=0.92
Q₁ = 0.3228 m³/s, Q₂ = 0.2083 m³/s, Q3= 0.3889 m³/s
450 mm
600 m
400 mm
800 m
500 mm
700 m
Q=0.92

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