A/ In the pipe systems show, find the distribution of flow, with a friction factor of 0.0165. Assume that minor losses can be neglected. (use Darcy-Wiesbach) B/If the pressure at first point (Qin) =580 KPa, then find the pressure at point E. Pipe Dia.-m Length-m m3s A 04 mas 500 0.658544 1 AB 0.305 2 BC 0.205 300 3 AC 0.505 400 CF 0.305 350 Loop 2 FG 0.305 300 12645 mas GA 0.405 300 CD 0.405 400 Loop 1 05 mars 8 DE 0.405 300 EF 0.205 s00 B. t0 4 m3is 04 mas Loop 3 0.31598 m3s 0.3 m3ls

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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A/ In the pipe systems show, find the distribution of flow, with a friction factor of
0.0165. Assume that minor losses can be neglected. (use Darcy-Wiesbach)
B/ If the pressure at first point (Qin) =580 KPa, then find the pressure at point E.
Pipe
Đia.-m Length-m
04 ms
m3's
A
0.658544
1
AB
0.305
500
G
2
BC
0.205
300
3
AC
0.505
400
CF
0.305
350
Loop 2
FG
0.305
300
1026M5
mas
6
GA
0,405
300
7.
05 mas
8.
CD
0.405
400
Loop 1
DE
0.405
300
9
EF
0.205
500
B.
10.4 m3s
04 ms
Loop 3
0.31598
m3s
D
E
0.3 m3s
Transcribed Image Text:A/ In the pipe systems show, find the distribution of flow, with a friction factor of 0.0165. Assume that minor losses can be neglected. (use Darcy-Wiesbach) B/ If the pressure at first point (Qin) =580 KPa, then find the pressure at point E. Pipe Đia.-m Length-m 04 ms m3's A 0.658544 1 AB 0.305 500 G 2 BC 0.205 300 3 AC 0.505 400 CF 0.305 350 Loop 2 FG 0.305 300 1026M5 mas 6 GA 0,405 300 7. 05 mas 8. CD 0.405 400 Loop 1 DE 0.405 300 9 EF 0.205 500 B. 10.4 m3s 04 ms Loop 3 0.31598 m3s D E 0.3 m3s
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