The total head loss from pipes 1 to 5 of the pipe network shown is 9 m. Consider that f= 0.02 for all pipelines. Determine the discharges in pipelines 1, 2, 3 and 4. L = 450 m D = 450 mm L = 450 m D = 300 mm (3) (2) L = 200 m D = 200 mm 4 L = 480 m D = 250 mm 5 L = 600 m D = 450 mm

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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The total head loss from pipes 1 to 5 of the pipe network shown
is 9 m. Consider that f= 0.02 for all pipelines. Determine the
discharges in pipelines 1, 2, 3 and 4.
(1)
L = 450 m
D = 450 mm
L = 450 m
D = 300 mm
(3
(2)
L = 200 m
D = 200 mm
4)
L = 480 m
D = 250 mm
(5)
L = 600 m
D = 450 mm
Transcribed Image Text:The total head loss from pipes 1 to 5 of the pipe network shown is 9 m. Consider that f= 0.02 for all pipelines. Determine the discharges in pipelines 1, 2, 3 and 4. (1) L = 450 m D = 450 mm L = 450 m D = 300 mm (3 (2) L = 200 m D = 200 mm 4) L = 480 m D = 250 mm (5) L = 600 m D = 450 mm
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