Given a three-pipe system, the total pressure drop is PA - PB = 150,000 Pa, and the elevation drop is ZA ZB = 5 m. The pipe data are:Pipe123L, m10015080A.O 0.00283 m³/sO 0.00146 m³/sThe fluid is water (density 1000 kg/m³ and kinematic viscosity 1.02x10-6 m²/s). Calculate the flow rate Q in m³/h through the system.(3O 0.00675 m³/sO 0.00834 m³/sd, cm8641€, mm0.240.120.202eld0.0030.0020.005• B

The pressure drop is PA - PB = 150000 Pa zA - zB = 5ρ = 1000 kg/m3ν = 1.02 × 10-6 m2/sec Flow rate…

Given a three-pipe system, the total pressure drop is PA PB = 150,000 Pa, and the elevation drop is ZA ZB = 5 m. The pipe data are: Pipe 1 2 3 L, m 100 150 A. 80 O 0.00283 m³/s O 0.00146 m³/s O 0.00675 m³/s O 0.00834 m³/s d, cm 8 6 4 The fluid is water (density 1000 kg/m³ and kinematic viscosity 1.02x10-6 m²/s). Calculate the flow rate Q in m³/h through the system. (3 1) €, mm 0.24 0.12 0.20 eld 0.003 0.002 0.005 2 B

Given a three-pipe system, the total pressure drop is PA PB = 150,000 Pa, and the elevation drop is ZA ZB = 5 m. The pipe data are: Pipe 1 2 3 L, m 100 150 A. 80 O 0.00283 m³/s O 0.00146 m³/s O 0.00675 m³/s O 0.00834 m³/s d, cm 8 6 4 The fluid is water (density 1000 kg/m³ and kinematic viscosity 1.02x10-6 m²/s). Calculate the flow rate Q in m³/h through the system. (3 1) €, mm 0.24 0.12 0.20 eld 0.003 0.002 0.005 2 B

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

Given a three-pipe system, the total pressure drop is PA - PB = 150,000 Pa, and the elevation drop is ZA ZB = 5 m. The pipe data are:
Pipe
1
2
3
L, m
100
150
80
A.
O 0.00283 m³/s
O 0.00146 m³/s
The fluid is water (density 1000 kg/m³ and kinematic viscosity 1.02x10-6 m²/s). Calculate the flow rate Q in m³/h through the system.
(3
O 0.00675 m³/s
O 0.00834 m³/s
d, cm
8
6
4
1
€, mm
0.24
0.12
0.20
2
eld
0.003
0.002
0.005
• B

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