Given a portion of a water supply pipe network system below. Determine the actual flow in each pipe and the respective head losses. Assume flow in pipes AB and DE in loop I and II respectively equal to 0.10 m3/s clockwise for the first trial. Use Darcy-Weisbach Formula with f = 0.02.  Pipes  Length (m)  Diameter (cm)  AB  500  20  BC  600  15  CD  500  20  DE  400  20  EA  700  25  AC  1000  15

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Given a portion of a water supply pipe network system below. Determine the actual flow in each pipe and the respective head losses. Assume flow in pipes AB and DE in loop I and II respectively equal to 0.10 m3/s clockwise for the first trial. Use Darcy-Weisbach Formula with f = 0.02. 

Pipes 

Length (m) 

Diameter (cm) 

AB 

500 

20 

BC 

600 

15 

CD 

500 

20 

DE 

400 

20 

EA 

700 

25 

AC 

1000 

15 

Diameter (cm)
Pipes
АВ
Length (m)
500
20
ВС
600
15
CD
500
20
DE
400
20
EA
700
25
АС
1000
15
3
Q = 0.15 m/s
В
QA = 0.10 m³/s
3
Qc = 0.10 m°/s
%3D
А
Loop I
Loop II
E
Q. = 0.15 m/s
Transcribed Image Text:Diameter (cm) Pipes АВ Length (m) 500 20 ВС 600 15 CD 500 20 DE 400 20 EA 700 25 АС 1000 15 3 Q = 0.15 m/s В QA = 0.10 m³/s 3 Qc = 0.10 m°/s %3D А Loop I Loop II E Q. = 0.15 m/s
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