Determine the flow direction and flow rate for each pipe of the pipe network shown in figure. Not: i)Take the inital values of the flow rates and flow directions shown in figure. ii) Take the Darcy factor f=0.005 in the analysis. Initial flow rates of pipes; Q1= 0.02 m3/s, Q2=0.012 m3/s , Q3=0.016 m3/s, Q4=0.03 m3/s, Q5=0.014 m3/s,Q6=0.014 m3/s, Q7=0.028 m3/s.
Determine the flow direction and flow rate for each pipe of the pipe network shown in figure. Not: i)Take the inital values of the flow rates and flow directions shown in figure. ii) Take the Darcy factor f=0.005 in the analysis. Initial flow rates of pipes; Q1= 0.02 m3/s, Q2=0.012 m3/s , Q3=0.016 m3/s, Q4=0.03 m3/s, Q5=0.014 m3/s,Q6=0.014 m3/s, Q7=0.028 m3/s.
Elements Of Electromagnetics
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ChapterMA: Math Assessment
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Problem 1.1MA
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Question
Determine the flow direction and flow rate for each pipe of the pipe network shown in figure.
Not: i)Take the inital values of the flow rates and flow directions shown in figure.
- ii) Take the Darcy factor f=0.005 in the analysis.
Initial flow rates of pipes; Q1= 0.02 m3/s, Q2=0.012 m3/s , Q3=0.016 m3/s, Q4=0.03 m3/s, Q5=0.014 m3/s,Q6=0.014 m3/s, Q7=0.028 m3/s.

Transcribed Image Text:Q.3. Determine the flow direction and flow rate foreach pipe of the pipe network
shown in figure.
Not: iTake the inital values of the flow rates and flow directions shown in figure.
ii) Take the Darcy factor f=0.005 in the analysis.
0.05m/s
0.008 m/s
L-600m (1)
D=20cm
L=160m
L=150m
D-25cm
(4)
D=15cm
(1)
(2)
L=500m (3)
D=25em
L=160m
D=15cm
L=160m
D=t5cm
(7)
(II)
(5)
L=700m
0.042 m/s
D=15cm
(6)
Intial flow rates of pipes; Q1= 0.02 m/s, Q2=0.012 m/s. Q3=0.016 m/s, Q4=0.03
m/s, Qs=0.014 m/s,Q6=0.014 m/s, Qr=0.028 m/s.
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