At node A, water enters at a rate of 275li/s and flows out at 5 nodes with different rates namely: 35li/s at B, 80li/s at C, 70li/s at D, 40li/s at E and 50li/s at F. Assume flows at the pipelines such that EQ=0 at each node or joint. The values of k for the pipes are as follows: AB=1000, BC=3000, CD=2000, DE=4000, EF=1000, FA=3000 and BE=6000. Determine the correction factor for each loop, corrected flow for each pipeline, and show the corrected flow in the pipe network. Check the flows for each node.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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At node A, water enters at a rate of 275li/s and flows out at 5 nodes with different
rates namely: 35li/s at B, 80li/s at C, 70li/s at D, 40li/s at E and 50li/s at F. Assume flows
at the pipelines such that EQ=0 at each node or joint. The values of k for the pipes are as
follows: AB=1000, BC=3000, CD=2000, DE=4000, EF=1000, FA=3000 and BE=6000.
Determine the correction factor for each loop, corrected flow for each pipeline, and show
the corrected flow in the pipe network. Check the flows for each node.
35li/s
B
275li/s
soli's
F
70li/s
E
50li/s
40li/s
Transcribed Image Text:At node A, water enters at a rate of 275li/s and flows out at 5 nodes with different rates namely: 35li/s at B, 80li/s at C, 70li/s at D, 40li/s at E and 50li/s at F. Assume flows at the pipelines such that EQ=0 at each node or joint. The values of k for the pipes are as follows: AB=1000, BC=3000, CD=2000, DE=4000, EF=1000, FA=3000 and BE=6000. Determine the correction factor for each loop, corrected flow for each pipeline, and show the corrected flow in the pipe network. Check the flows for each node. 35li/s B 275li/s soli's F 70li/s E 50li/s 40li/s
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