#### Chapter 8 * Pipe Flow

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Chapter 8 * Pipe Flow

Chapter 8 – Pipe Flow
CE30460 - Fluid Mechanics
Diogo Bolster
Laminar or Turbulent Flow
Re>4000
Re<1000
Re=UDr/m
Laminar Flow http://www.youtube.com/watch?v=KqqtOb30jWs&NR=1
Turbulent Flow http://www.youtube.com/watch?v=NplrDarMDF8
Fully Developed Flow
Entrance length:
Fully Developed Laminar Flow
We’ve done this one already in chapter 6
What about Turbulent Flow
Typically:
n is between 6 and 10
Dimensional Analysis
Pressure Drop depends on
Mean velocity
V
Diameter
D
Pipe length
l
Wall Roughness
e
Viscosity
m
Density
r
By dimensional Analysis
Pressure drop must increase linearly with length of tube
p
l
1 rV 2 D
2
e
f Re,
D
Friction factor – look up in table
chapter 5
Recall from
Therefore we can say that (part of) the loss in a pipe is
hL,major
l V 2 e
f Re,
D 2g D
Moody Diagram (Friction Factor)
For laminar
64
f
Re
For non-laminar flow approximately true that
e 1.11
1
6.9
1.8log D
3.7
Re
f
Roughness (Typical)
Minor Losses
hL,min
V2
KL
2g
KL depends on the flow (expansion, contraction, bend, etc)
Minor Losses
Minor Losses
Sample Problem
Sample Problem
Sample Problem
Pipe Flow Measurement
Q CQideal CA0
2p1 p2
r1
4
C is a constant that depends on geometry
Sample Problem
More Problems
Single Pipe – Determine
Pressure Drop
Single Pipe – Determine
Flowrate
Single Pipe – Determine
Diameter
Multiple Pipe Systems