2.2 m/min The figure represents a simplified pipe 306 mm Inflow 1000 m 25 m /min network. Flows for the area have been disaggregated to the nodes, and a major fire flow has been added at node G. 25+ m/min • The water enters the system at node A. 250 mm 1100 m 0.5 m/min Pipe diameters and lengths are shown on the 8 200 mm 500 m 2.0 figure. 200 mm E 500 m '1.5 mimin • Find the flow rate of water in each pipe using the Hazen-Williams equation with Crw = 100. Carry out calculations until the 305 mm G. 1100 m corrections are less then 0.2 m/min. 2.3 m/min 14 m/min 1250m w000 405 mm 1250m w 009 ww 00z

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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2.2 m/min
The figure represents a simplified pipe
305 mm
Infiow
1000 m
25 m /min
network.
Flows for the area have been disaggregated to
the nodes, and a major fire flow has been
added at node G.
25+
m/min
The water enters the system at node A.
250 mm
a.5 m/min
1100 m
8 200 mm
500 m
Pipe diameters and lengths are shown on the
2.0
figure.
200 mm
E 500 m
1.5 m /min
Find the flow rate of water in each pipe
using the Hazen-Williams equation with Crw
F
= 100. Carry out calculations until the
305 mm
1100 m
G
corrections are less then 0.2 m/min.
2.3m/min
14 m/min
305 mm
305 mm
1250 m
w 0001
405 mm
1250 m
355 mm
355
w 009
w 00
ww 002
C w 00
Transcribed Image Text:2.2 m/min The figure represents a simplified pipe 305 mm Infiow 1000 m 25 m /min network. Flows for the area have been disaggregated to the nodes, and a major fire flow has been added at node G. 25+ m/min The water enters the system at node A. 250 mm a.5 m/min 1100 m 8 200 mm 500 m Pipe diameters and lengths are shown on the 2.0 figure. 200 mm E 500 m 1.5 m /min Find the flow rate of water in each pipe using the Hazen-Williams equation with Crw F = 100. Carry out calculations until the 305 mm 1100 m G corrections are less then 0.2 m/min. 2.3m/min 14 m/min 305 mm 305 mm 1250 m w 0001 405 mm 1250 m 355 mm 355 w 009 w 00 ww 002 C w 00
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