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.

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

Section: Chapter Questions

Problem 1P

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Concept explainers

Pressurized pipe flow

A 15-kilometer-long pipe with a pipe diameter of one meter transports water at a speed of one meter per second. The pipe has a friction coefficient of 0.005. Calculate the frictional head loss?

Question

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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