Q3) Water is pumped from reservoir A to reservoir B and C. Also there is a pump operating between junction and Reservoir B. Assume that all the pipes (AJ, JB, JC) have the same characteristics as friction factor f-0.02, pipe diameter D=0.2 m and pipe length L=1000 m, and all pumps are identical. Neglect minor losses, consider only the major losses. The pump curve characteristics are, Q(m³/s) 0 0.025 0.050 0.075 0.1 Hp(m) 60 58 50 39 25 Compute all the flow rates QA. QB and Qc and compute the total head at the junction point H, by drawing head vs discharge (H₁-Q) curves. ZA= 10 m A Zg=85 m B PP z-15 m ²c= 40 m C
Q3) Water is pumped from reservoir A to reservoir B and C. Also there is a pump operating between junction and Reservoir B. Assume that all the pipes (AJ, JB, JC) have the same characteristics as friction factor f-0.02, pipe diameter D=0.2 m and pipe length L=1000 m, and all pumps are identical. Neglect minor losses, consider only the major losses. The pump curve characteristics are, Q(m³/s) 0 0.025 0.050 0.075 0.1 Hp(m) 60 58 50 39 25 Compute all the flow rates QA. QB and Qc and compute the total head at the junction point H, by drawing head vs discharge (H₁-Q) curves. ZA= 10 m A Zg=85 m B PP z-15 m ²c= 40 m C
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
![Q3) Water is pumped from reservoir A to reservoir B and C. Also there is a pump
operating between junction and Reservoir B. Assume that all the pipes (AJ, JB, JC) have the
same characteristics as friction factor f-0.02, pipe diameter D=0.2 m and pipe length L=1000
m, and all pumps are identical. Neglect minor losses, consider only the major losses. The
pump curve characteristics are,
Q(m³/s) 0
0.025 0.050 0.075 0.1
Hp(m) 60 58 50 39 25
Compute all the flow rates QA. QB and Qc and compute the total head at the junction point
Hj by drawing head vs discharge (H₁-Q) curves.
ZA= 10 m
A
Zg=85 m
B
PP
z-15 m
c= 40 m
C](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F9387e1e0-1e47-476d-8945-2ad53037937b%2F740f5ad7-628d-48ae-b44f-492e113ac975%2F1ike5w_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Q3) Water is pumped from reservoir A to reservoir B and C. Also there is a pump
operating between junction and Reservoir B. Assume that all the pipes (AJ, JB, JC) have the
same characteristics as friction factor f-0.02, pipe diameter D=0.2 m and pipe length L=1000
m, and all pumps are identical. Neglect minor losses, consider only the major losses. The
pump curve characteristics are,
Q(m³/s) 0
0.025 0.050 0.075 0.1
Hp(m) 60 58 50 39 25
Compute all the flow rates QA. QB and Qc and compute the total head at the junction point
Hj by drawing head vs discharge (H₁-Q) curves.
ZA= 10 m
A
Zg=85 m
B
PP
z-15 m
c= 40 m
C
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