The discharge of the pipe system shown is 0.9 m³/s. the length of pipes 1, 2, 3, 4, and 5 are 1000 m, 500 m, 600 m, 800 m, and 700 m, respectively. The diameters of pipes 1, 2, 3, and 5 are 90 cm, 50 cm, 40 cm, and 75 cm, respectively. The total head loss is 15 m. Assume the value of f as 0.015 for all pipes. 3 B C 2 A D 1 4 5

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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The discharge of the pipe system shown is 0.9 m³/s. the length of
pipes 1, 2, 3, 4, and 5 are 1000 m, 500 m, 600 m, 800 m, and 700
m, respectively. The diameters of pipes 1, 2, 3, and 5 are 90 cm, 50
cm, 40 cm, and 75 cm, respectively. The total head loss is 15 m.
Assume the value of fas 0.015 for all pipes.
3
B
C
2
A
D
Pipe
Length
(m)
Diameter
(cm)
1
1000
90
2
500
50
3
600
40
4
800
5
700
75
a. Calculate the value of the flow rate in pipes 2, 3, and 4.
b. Calculate the value of the diameter in pipe 4.
c. Calculate the head loss in pipes 1, 2, and 5.
1
5
Transcribed Image Text:The discharge of the pipe system shown is 0.9 m³/s. the length of pipes 1, 2, 3, 4, and 5 are 1000 m, 500 m, 600 m, 800 m, and 700 m, respectively. The diameters of pipes 1, 2, 3, and 5 are 90 cm, 50 cm, 40 cm, and 75 cm, respectively. The total head loss is 15 m. Assume the value of fas 0.015 for all pipes. 3 B C 2 A D Pipe Length (m) Diameter (cm) 1 1000 90 2 500 50 3 600 40 4 800 5 700 75 a. Calculate the value of the flow rate in pipes 2, 3, and 4. b. Calculate the value of the diameter in pipe 4. c. Calculate the head loss in pipes 1, 2, and 5. 1 5
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