Problem No. 1. The total head loss from pt. A to pt. F of the portion of pipe network shown below is 15 meters. Determine the discharge in each pipe in liters per second. n=0.012 for all pipes. Pipe Length (m) Diameter (mm) QA AB 300 100 QAB BE 700 75 B QBC BD 300 45 QBE QBD BC 400 50 D QCD QDE CD 500 50 E QEF DE 250 45 F QF EF 200 100

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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topic: parallel pipes hydraulics

Problem No. 1. The total head loss from pt. A to pt. F of the portion of pipe network shown below is 15 meters.
Determine the discharge in each pipe in liters per second. n=0.012 for all pipes.
Pipe
Length (m)
Diameter (mm)
QA
AB
300
100
QAB
BE
700
75
B
QBC
BD
300
45
QBE
QBD
BC
400
50
QCD
QDE
CD
500
50
E
QEF
LL
F
DE
250
45
QF
EF
200
100
Transcribed Image Text:Problem No. 1. The total head loss from pt. A to pt. F of the portion of pipe network shown below is 15 meters. Determine the discharge in each pipe in liters per second. n=0.012 for all pipes. Pipe Length (m) Diameter (mm) QA AB 300 100 QAB BE 700 75 B QBC BD 300 45 QBE QBD BC 400 50 QCD QDE CD 500 50 E QEF LL F DE 250 45 QF EF 200 100
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