Reservoirs A and D are connected by a pipeline system as shown below. The water surface elevations at Reservoirs A and D are 100 ft and 80 ft, respectively. What is flow rate for each of the three pipes between B and C? The minor head loss coefficients are 0.5 and 1.0 for the entrance and the exit, respectively.

Structural Analysis
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Chapter2: Loads On Structures
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Reservoirs A and D are connected by a pipeline system as shown below. The water
surface elevations at Reservoirs A and D are 100 ft and 80 ft, respectively. What is flow
rate for each of the three pipes between B and C? The minor head loss coefficients are
0.5 and 1.0 for the entrance and the exit, respectively.
L= 750'
D= 18"
EL. 100'
C= 100
A
L= 600'
D= 20"
В
C= 100
EL. 80'
L = 1000'
L = 1000'
D= 20"
C= 100
D=24"
C= 100
L = 700'
D= 24"
C= 100
Transcribed Image Text:Reservoirs A and D are connected by a pipeline system as shown below. The water surface elevations at Reservoirs A and D are 100 ft and 80 ft, respectively. What is flow rate for each of the three pipes between B and C? The minor head loss coefficients are 0.5 and 1.0 for the entrance and the exit, respectively. L= 750' D= 18" EL. 100' C= 100 A L= 600' D= 20" В C= 100 EL. 80' L = 1000' L = 1000' D= 20" C= 100 D=24" C= 100 L = 700' D= 24" C= 100
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