Pipelines 1, 2, and 3 are connected with parallel to each other with pipeline 1 having diameter of 580 mm, 620 m. long, pipeline 2, 594 mm diameter, 978 m long ad pipeline 3, 704 mm diameter, 735 m long. The 3 pipes carry a combined discharge of 0.981 m3/s. Assuming f = 0.053 for all pipes   Compute the head loss of pipeline 3 in m.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Pipelines 1, 2, and 3 are connected with parallel to each other with pipeline 1 having diameter of 580 mm, 620 m. long, pipeline 2, 594 mm diameter, 978 m long ad pipeline 3, 704 mm diameter, 735 m long. The 3 pipes carry a combined discharge of 0.981 m3/s. Assuming f = 0.053 for all pipes

 

Compute the head loss of pipeline 3 in m.

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