Water flows from the reservoir on the left to the - Elevation ? reservoir on the right at a rate of 0.45 m/s. The formula for the head losses in the pipes is h - 0.02 D 2g What elevation in the left reservoir is required to produce this flow? Also carefully sketch the HGL and the EGL for the system. Note: Assume the head-loss formula can be used for the smaller pipe as well as for the Elevation 34 m D, =0.344 m A, -0.1 m D- 0.486 m 4- 02 m larger pipe.
Water flows from the reservoir on the left to the - Elevation ? reservoir on the right at a rate of 0.45 m/s. The formula for the head losses in the pipes is h - 0.02 D 2g What elevation in the left reservoir is required to produce this flow? Also carefully sketch the HGL and the EGL for the system. Note: Assume the head-loss formula can be used for the smaller pipe as well as for the Elevation 34 m D, =0.344 m A, -0.1 m D- 0.486 m 4- 02 m larger pipe.
Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
ChapterMA: Math Assessment
Section: Chapter Questions
Problem 1.1MA
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Question
![QI/
Water flows from the reservoir on the left to the
Elevation = ?
reservoir on the right at a rate of 0.45 m/s. The formula for
the head losses in the pipes is
h = 0.02
D 2g
Elevation
= 34 m
60 m
90 m
What elevation in the left reservoir is required to
produce this flow? Also carefully sketch the HGL and the
EGL for the system. Note: Assume the head-loss
formula can be used for the smaller pipe as well as for the
larger pipe.
D, = 0.344 m
A, = 0.1 m
D2- 0.486 m
A= 02 m](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F3dd29396-419e-4431-8c87-45d0df487e7d%2F49955c9f-ec56-4d98-afaa-5abc0c12e3b0%2F8l3zt2n_processed.jpeg&w=3840&q=75)
Transcribed Image Text:QI/
Water flows from the reservoir on the left to the
Elevation = ?
reservoir on the right at a rate of 0.45 m/s. The formula for
the head losses in the pipes is
h = 0.02
D 2g
Elevation
= 34 m
60 m
90 m
What elevation in the left reservoir is required to
produce this flow? Also carefully sketch the HGL and the
EGL for the system. Note: Assume the head-loss
formula can be used for the smaller pipe as well as for the
larger pipe.
D, = 0.344 m
A, = 0.1 m
D2- 0.486 m
A= 02 m
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