Q3. Refer to this figure,list down the three parameter that you can find from this chart. * Moody Diagram 0.1 0.09 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 ninar Flow 0.002 0.02 0.001 Material 5x10 e (mm) 025 0.015 Concrete, con Conte, ew h De ting Gla, Pti Pmpes , Sew, ld Steel, ertar lnd Steel, rated 2x 10-4 10-4 S Complete Turbulence 5x10-5 0.01 30 10-5 5x10- 10-6 as Steel, strectural or keged es Water is, o Friction Factor AP Smooth Pipe 10 104 105 10 10 10 Reynolds Number, Re = eVd Friction Factor Relative Pipe Roughness

Structural Analysis
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Chapter2: Loads On Structures
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Q3. Refer to this figure,list down the three parameter that you can find from this
chart. *
Moody Diagram
0.1
0.09
Transition Region
0.08
0.05
0.04
0.03
0.07
0.06
0.05-
0.02
0.015
0.04
0.01
0.03
0.005
Laminar Flow
0.002
0.02
0.001
Material
e (mm)
5x 10-4
0.015
Concrete, cos
Concrete, new sooth
Drwn tubing
Glass, Plastic Penpex
Iron, enst
Sewen, old
0.25
2x10-4
0.0025
10-4
a s Complete Turbulence
5x10-5
0.15
0.01
3.0
Steel, mortar lined
Steel, rasted
Steel, structural or forged 0.025
Water mains, old
0.1
0.5
10-5
5x10-6
10-6
Friction Factor = AP.
Smooth Pipe
10
10
eVd
10
104
105
107
10
Reynolds Number, Re
Friction Factor
Relative Pipe Roughness 5
Transcribed Image Text:Q3. Refer to this figure,list down the three parameter that you can find from this chart. * Moody Diagram 0.1 0.09 Transition Region 0.08 0.05 0.04 0.03 0.07 0.06 0.05- 0.02 0.015 0.04 0.01 0.03 0.005 Laminar Flow 0.002 0.02 0.001 Material e (mm) 5x 10-4 0.015 Concrete, cos Concrete, new sooth Drwn tubing Glass, Plastic Penpex Iron, enst Sewen, old 0.25 2x10-4 0.0025 10-4 a s Complete Turbulence 5x10-5 0.15 0.01 3.0 Steel, mortar lined Steel, rasted Steel, structural or forged 0.025 Water mains, old 0.1 0.5 10-5 5x10-6 10-6 Friction Factor = AP. Smooth Pipe 10 10 eVd 10 104 105 107 10 Reynolds Number, Re Friction Factor Relative Pipe Roughness 5
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