Environmental Engineering Reference
In-Depth Information
Table B.1 Fluid-solid and fluid-fluid interaction correlations.
Interaction
Correlation
Comment
Fluid-solid
Flow through circular pipe
Characteristic length = pipe diameter
Sh = 1.86( ReSc ) 0 . 8
(a) Laminar
Velocity = average fluid velocity in
Sh =
.
026 Re 0 . 8 Sc 1 / 3
(b) Turbulent
0
pipe
Flow through non-circular
Use hydraulic radius to determine
cross-sections
equivalent diameter. Then use
above correlations
Forced convection around
6 Re 1/2 Sc 1/3
Sh
=
2
+
0
.
Characteristic length
=
sphere
a solid sphere
diameter
Velocity
relative velocity of sphere
and bulk fluid
=
Laminar flow across
Characteristic length
=
plate length
a flat plate
(a) Local value
322 Re 1/2 Sc 1/3
Sh
=
0
.
664 Re 1/2 Sc 1/3
(b) Average value
Sh
=
0
.
D 2
ω
Spinning disc
62 Re 1/2 Sc 1/3
Sh
=
0
.
Re
=
ν
D
=
disc diameter
ω =
disc rotation rate
Packed beds of spherical
17 Re 0 . 42 Sc 0 . 67
k
/v =
1
.
Characteristic length
=
particle
particles
diameter
v =
superficial velocity
Fluid-fluid
Dispersed phase
0.13 L 4 ( W / V )
ρv
Sc 1/3
Sh
=
L
=
stirrer length
=
characteristic
3
(drops or bubbles) in
length
stirred continuous phase
W / V = power per total fluid volume
m 3 )
ρ L =
liquid density, (kg
/
ρ G =
/
m 3 )
gas density, (kg
σ =
liquid surface tension, (dyne
/
cm)
σ c =
critical surface tension of packing material, (dyne
/
cm)
Values of
σ c for selected materials are given in Table B.2.
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