Pipelines 1, 2, and 3 are connected with parallel to each other with pipeline 1 having diameter of 884 mm, 797 m. long, pipeline 2, 608 mm diameter, 845 m long ad pipeline 3, 641 mm diameter, 773 m long. The 3 pipes carry a combined discharge of 0.993 m3/s. Assuming f = 0.055 for all pipes. Compute the head loss of pipeline 3 in m. Round 3 decimal places

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
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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 884 mm, 797 m. long, pipeline 2, 608 mm diameter, 845 m long ad pipeline 3, 641 mm diameter, 773 m long. The 3 pipes carry a combined discharge of 0.993 m3/s. Assuming f = 0.055 for all pipes.

Compute the head loss of pipeline 3 in m. Round 3 decimal places

 

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