A pipeline connecting two reservoir having difference of level of 6 m is 720 m long, and rises to a height of 3 m above the upper reservoir at a distance of 240 m from the entrance before falling to the lower reservoir, as shown in figure below. If the pipe is 1.2 m in diameter and the frictional coefficient f = 0.04, what will be the discharge and the pressure at the highest point of the pipeline?
A pipeline connecting two reservoir having difference of level of 6 m is 720 m long, and rises to a height of 3 m above the upper reservoir at a distance of 240 m from the entrance before falling to the lower reservoir, as shown in figure below. If the pipe is 1.2 m in diameter and the frictional coefficient f = 0.04, what will be the discharge and the pressure at the highest point of the pipeline?
Introduction to Chemical Engineering Thermodynamics
8th Edition
ISBN:9781259696527
Author:J.M. Smith Termodinamica en ingenieria quimica, Hendrick C Van Ness, Michael Abbott, Mark Swihart
Publisher:J.M. Smith Termodinamica en ingenieria quimica, Hendrick C Van Ness, Michael Abbott, Mark Swihart
Chapter1: Introduction
Section: Chapter Questions
Problem 1.1P
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Question
![A pipeline connecting two reservoir having difference of level of 6 m is 720
m long, and rises to a height of 3 m above the upper reservoir at a distance
of 240 m from the entrance before falling to the lower reservoir, as shown in
figure below. If the pipe is 1.2 m in diameter and the frictional coefficient f =
0.04, what will be the discharge and the pressure at the highest point of the
pipeline?
Notes: Use Darcy Weisbach's equation, h= (flv²)/(2dg).
A
C
3 m
6 m
B](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F34e8a647-576a-442a-b00f-9306c452585e%2F921049dd-6969-4d23-88d3-cc4c22f9e0ee%2F99dg6bp_processed.png&w=3840&q=75)
Transcribed Image Text:A pipeline connecting two reservoir having difference of level of 6 m is 720
m long, and rises to a height of 3 m above the upper reservoir at a distance
of 240 m from the entrance before falling to the lower reservoir, as shown in
figure below. If the pipe is 1.2 m in diameter and the frictional coefficient f =
0.04, what will be the discharge and the pressure at the highest point of the
pipeline?
Notes: Use Darcy Weisbach's equation, h= (flv²)/(2dg).
A
C
3 m
6 m
B
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