Pipes 1, 2 and 4 are connected in series with pipes 2 & 3 parallel to each other. Pipelines Diameter Length Friction Factor 1 350mm 2500m 0.02 2 400mm 4000 m 0.02 3 300mm 2000 m 0.02 4 450mm 2500 m 0.02 If the discharge of pipeline 2 is 0.05 m^3/s, 1. Compute the rate of discharge of pipeline 3 2. Compute the rate of discharge of pipeline 4 3. Compute the total headloss of the pipe system

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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 Pipes 1, 2 and 4 are connected in series with pipes 2 & 3 parallel to each other.

Pipelines Diameter Length Friction Factor
1 350mm 2500m 0.02
2 400mm 4000 m 0.02
3 300mm 2000 m 0.02
4 450mm 2500 m 0.02
If the discharge of pipeline 2 is 0.05 m^3/s,
1. Compute the rate of discharge of pipeline 3
2. Compute the rate of discharge of pipeline 4
3. Compute the total headloss of the pipe system

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