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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
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. 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
Transcribed Image Text: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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