Given a portion of a water supply pipe network system below. Determine the flow in each pipe and the respective head losses if the total inflow at junction A, QA, is 25 liters per second. Use Darcy-Weisbach formula with f = 0.022. Determine the total head loss from junction A to junction F.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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A
B.
0.40QBC
Transcribed Image Text:A B. 0.40QBC
3. Given a portion of a water supply pipe network system below. Determine the flow in
each pipe and the respective head losses if the total inflow at junction A, QA, is 25
liters per second. Use Darcy-Weisbach formula with f = 0.022. Determine the total
head loss from junction A to junction F.
Pipe
АВ
Length, L (m)
Diameter, D (cm)
30
150
ВЕ
500
15
BD
300
20
BC
250
15
CD
150
10
DE
150
20
EF
200
25
Transcribed Image Text:3. Given a portion of a water supply pipe network system below. Determine the flow in each pipe and the respective head losses if the total inflow at junction A, QA, is 25 liters per second. Use Darcy-Weisbach formula with f = 0.022. Determine the total head loss from junction A to junction F. Pipe АВ Length, L (m) Diameter, D (cm) 30 150 ВЕ 500 15 BD 300 20 BC 250 15 CD 150 10 DE 150 20 EF 200 25
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