L= 800m D = 250mm 2 L= 500m L= 300m L= 350m L= 300m A D = 300mm D = 250mm D = 200mm D = 250mm 1 3 0B 8 L= 400m D= 200mm L= 300m 6 D = 200mm 4 L= 450m D = 250mm Determine the discharge in pipes 1, pipe 2, pipe 3 and pipe 6 in the system shown if the total head loss from A to B is 100m and friction factor for all pipes is 0.02. a) Discharge in pipe 1 is Blank 1 cu.m./s b) Discharge in pipe 2 is Blank 2 cu.m./s c) Discharge in pipe 3 is Blank 3 cu.m./s d) Discharge in pipe 6 is Blank 4 cu.m./s

L= 800m D = 250mm 2 L= 500m L= 300m L= 350m L= 300m A D = 300mm D = 250mm D = 200mm D = 250mm 1 3 0B 8 L= 400m D= 200mm L= 300m 6 D = 200mm 4 L= 450m D = 250mm Determine the discharge in pipes 1, pipe 2, pipe 3 and pipe 6 in the system shown if the total head loss from A to B is 100m and friction factor for all pipes is 0.02. a) Discharge in pipe 1 is Blank 1 cu.m./s b) Discharge in pipe 2 is Blank 2 cu.m./s c) Discharge in pipe 3 is Blank 3 cu.m./s d) Discharge in pipe 6 is Blank 4 cu.m./s

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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Concept explainers

Pressurized pipe flow

A 15-kilometer-long pipe with a pipe diameter of one meter transports water at a speed of one meter per second. The pipe has a friction coefficient of 0.005. Calculate the frictional head loss?

Question

L= 800m
D = 250mm
2
L= 500m
L= 300m
L= 350m
L= 300m
A
D = 300mm
D = 250mm
D = 200mm
D = 250mm
1
3
0B
8
L= 400m
D= 200mm
L= 300m
6
D = 200mm
4
L= 450m
D = 250mm
Determine the discharge in pipes 1, pipe 2, pipe 3 and pipe 6 in the system shown if the total head loss from A to B is 100m and
friction factor for all pipes is 0.02.
a) Discharge in pipe 1 is Blank 1 cu.m./s
b) Discharge in pipe 2 is Blank 2 cu.m./s
c) Discharge in pipe 3 is Blank 3 cu.m./s
d) Discharge in pipe 6 is Blank 4 cu.m./s

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