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Determine the headlosses and corrected flows in the various pipes of a distribution network shown below. The diameters and the lengths of the pipes used are given against each pipe. Make use of Hardy-cross method with Hazen-William's formula with a C-100 condition for all pipes. Perform 3 iterations. Q = 75 l/s = 300 mm 1=500 m 22 1/s A B =200 mm 1 = 300 m 101/s = 200 mm 1 = 500 m = 200 mm 1 = 300 m =150 mm 1 = 300 m 31/s E = 150 mm 1 = 500 m 15 1/s C 150 mm 1 = 300 m 31 l/s

Determine the headlosses and corrected flows in the various pipes of a distribution network shown below. The diameters and the lengths of the pipes used are given against each pipe. Make use of Hardy-cross method with Hazen-William's formula with a C-100 condition for all pipes. Perform 3 iterations. Q = 75 l/s = 300 mm 1=500 m 22 1/s A B =200 mm 1 = 300 m 101/s = 200 mm 1 = 500 m = 200 mm 1 = 300 m =150 mm 1 = 300 m 31/s E = 150 mm 1 = 500 m 15 1/s C 150 mm 1 = 300 m 31 l/s

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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Determine the headlosses and corrected flows in the various pipes of a distribution network shown below. The diameters and the lengths of the pipes used are given against each pipe. Make use of Hardy-cross method with Hazen-William's formula with a C-100 condition for all pipes. Perform 3 iterations. Q = 75 l/s = 300 mm 1=500 m 22 1/s A B =200 mm 1 = 300 m 101/s = 200 mm 1 = 500 m = 200 mm 1 = 300 m =150 mm 1 = 300 m 31/s E = 150 mm 1 = 500 m 15 1/s C 150 mm 1 = 300 m 31 l/s
Transcribed Image Text:Determine the headlosses and corrected flows in the various pipes of a distribution network shown below. The diameters and the lengths of the pipes used are given against each pipe. Make use of Hardy-cross method with Hazen-William's formula with a C-100 condition for all pipes. Perform 3 iterations. Q = 75 l/s = 300 mm 1=500 m 22 1/s A B =200 mm 1 = 300 m 101/s = 200 mm 1 = 500 m = 200 mm 1 = 300 m =150 mm 1 = 300 m 31/s E = 150 mm 1 = 500 m 15 1/s C 150 mm 1 = 300 m 31 l/s
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