iven a portion of a water supply pipe network system below. Determine the actual ow in each pipe and the respective head losses. Assume flow in pipes AB and BC in op Il and I respectively equal to 0.142 m³/s clockwise and 0.038 m³/s clockwise for e first trial. Use Manning's Equation with n = 0.011. Length (m) 700 Pipes АВ BC CD DE EA BD Diameter (cm) 30 15 25 800 1100 650 35 300 10 1500 10 288852
iven a portion of a water supply pipe network system below. Determine the actual ow in each pipe and the respective head losses. Assume flow in pipes AB and BC in op Il and I respectively equal to 0.142 m³/s clockwise and 0.038 m³/s clockwise for e first trial. Use Manning's Equation with n = 0.011. Length (m) 700 Pipes АВ BC CD DE EA BD Diameter (cm) 30 15 25 800 1100 650 35 300 10 1500 10 288852
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
![Given a portion of a water supply pipe network system below. Determine the actual
flow in each pipe and the respective head losses. Assume flow in pipes AB and BC in
loop Il and I respectively equal to 0.142 m/s clockwise and 0.038 m/s clockwise for
the first trial. Use Manning's Equation with n = 0.011.
Length (m)
700
800
Diameter (cm)
Pipes
AB
30
BC
15
CD
1100
25
DE
650
35
EA
300
10
BD
1500
10
Qq = 0.15 m'ls
QA = 0.10 m/s
Qc = 0.10 m'/s
Loop I
Loop II
E
A
Q = 0.15 m'/s](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fae7e5978-56a8-4618-a510-489892a0dd78%2F725872fc-e5e1-487b-8abe-a8b21611b1d0%2Fj7hdfyc_processed.png&w=3840&q=75)
Transcribed Image Text:Given a portion of a water supply pipe network system below. Determine the actual
flow in each pipe and the respective head losses. Assume flow in pipes AB and BC in
loop Il and I respectively equal to 0.142 m/s clockwise and 0.038 m/s clockwise for
the first trial. Use Manning's Equation with n = 0.011.
Length (m)
700
800
Diameter (cm)
Pipes
AB
30
BC
15
CD
1100
25
DE
650
35
EA
300
10
BD
1500
10
Qq = 0.15 m'ls
QA = 0.10 m/s
Qc = 0.10 m'/s
Loop I
Loop II
E
A
Q = 0.15 m'/s
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