do not round off everything plss The flow rate of the pipe system shown is 50 liters/sec.under a total head loss from A to D equal to 9 m. UsingC = 120 for all pipes.BPipelinesLengthDiameterHazen WilliamsCoeff. CA300 m.200 mm.120B266 m.160 mm.120C190 m.?120D510 m.250 mm.120Compute the head loss of pipeline B.2 Compute the discharge of pipeline C in liters/sec.3 Compute the diameter of pipeline C

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The flow rate of the pipe system shown is 50 liters/sec. under a total head loss from A to D equal to 9 m. Using C = 120 for all pipes. B Pipelines Length Hazen Williams Coeff. C 120 A 300 m. Diameter 200 mm.

The flow rate of the pipe system shown is 50 liters/sec. under a total head loss from A to D equal to 9 m. Using C = 120 for all pipes. B Pipelines Length Hazen Williams Coeff. C 120 A 300 m. Diameter 200 mm.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Question

do not round off everything plss

The flow rate of the pipe system shown is 50 liters/sec.
under a total head loss from A to D equal to 9 m. Using
C = 120 for all pipes.
B
Pipelines
Length
Diameter
Hazen Williams
Coeff. C
A
300 m.
200 mm.
120
B
266 m.
160 mm.
120
C
190 m.
?
120
D
510 m.
250 mm.
120
Compute the head loss of pipeline B.
2 Compute the discharge of pipeline C in liters/sec.
3 Compute the diameter of pipeline C

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