Fluids Question A smooth copper tube 50 ft long and 2 1/2 in.‐diameter carries a water flow at 60°F of 120 gpm. Determine the pressure drop and head loss for a 50 ft length of tube. Please show how to solve using Moodys method.
Fluids Question A smooth copper tube 50 ft long and 2 1/2 in.‐diameter carries a water flow at 60°F of 120 gpm. Determine the pressure drop and head loss for a 50 ft length of tube. Please show how to solve using Moodys method.
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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Fluids Question
A smooth copper tube 50 ft long and 2 1/2 in.‐diameter carries a water flow at 60°F of 120 gpm. Determine the pressure drop and head loss for a 50 ft length of tube. Please show how to solve using Moodys method.
![Moody Diagram
0.1
0.09
Transition Region
0.08
0.07
0.05
0.04
0.06
0.03
0.05
0.02
0.015
0.04
0.01
0.03-
0.005
inar Flow
0.002
0.02
0.001
Material
e (mm)
5x10
0.015
Concrete, coare
0.25
0.025
0.0025
0.0025
0.15
2x10-4
10-4
Concrete, bew smooth
Drawn tubing
Glass, Plastic Perspex
Iron, cast
Sewers, old
Steel, mortar lined
Steel, rusted
Steel, structural or forged 0.025
Water malns, old
Complete Turbulence
0.01
5x10-5
3.0
0.1
0.5
10-5
5x10-6
10-6
Friction Factor =
AP-
1.0
Smooth Pipe
103
104
10
106
107
10
Reynolds Number, Re =
eVd
Friction Factor
neiative ripe nouginess a](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F259e4a29-cb7a-42bb-a1a4-7f58c701b1bd%2F19d4b486-658a-4835-85e1-938ebce12230%2F1flxo6_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Moody Diagram
0.1
0.09
Transition Region
0.08
0.07
0.05
0.04
0.06
0.03
0.05
0.02
0.015
0.04
0.01
0.03-
0.005
inar Flow
0.002
0.02
0.001
Material
e (mm)
5x10
0.015
Concrete, coare
0.25
0.025
0.0025
0.0025
0.15
2x10-4
10-4
Concrete, bew smooth
Drawn tubing
Glass, Plastic Perspex
Iron, cast
Sewers, old
Steel, mortar lined
Steel, rusted
Steel, structural or forged 0.025
Water malns, old
Complete Turbulence
0.01
5x10-5
3.0
0.1
0.5
10-5
5x10-6
10-6
Friction Factor =
AP-
1.0
Smooth Pipe
103
104
10
106
107
10
Reynolds Number, Re =
eVd
Friction Factor
neiative ripe nouginess a
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