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Absorption in packed towers: Rich gases case
Rich gas case: Vconst, Lconst
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Consider an absorption column;
Consider a mass transfer process in a section ofthe column dZ (cross-section of the column is S)
La,xa
Va,ya
Vb,yb Lb,xb
Z
dZ
SdZyyaKy
VdydN yA *)(1
*
S
Absorption in packed towers: Rich gases case
yxy k
y
k
m
K
)1(1*
i
i
y
y
yyy
1
1ln
]1[]1[1
Rich gas case: Vconst, Lconst
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La,xa
Va,ya
Vb,yb Lb,xb
Z
S
b
a
y
y yaKyyy
Vdy
SZ
**))(1(
1
Absorption in packed towers: Rich gases case
Example:McCabe, Smith, Harriott: Chapter 18Seader Hanley: Chapter 6
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Absorption in packed towers: Rich gases case
Prescriptive design process
1) Establish equilibrium relation y*=mx
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Absorption in packed towers: Rich gases case
Prescriptive design process
1) Establish equilibrium relation y*=mx
2) Operating line. In case of rich gases both V and L change andit is more convenient to work in terms of pure carrier
gas V and pure solvent stream L
)1(' xLL
)1(' yVV
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Absorption in packed towers: Rich gases case
Prescriptive design process
1) Establish equilibrium relation y*=mx
2) Operating line. In case of rich gases both V and L change andit is more convenient to work in terms of pure carrier
gas V and pure solvent stream L
plot y vs x
y
y
y
yV
x
x
x
xL
b
b
b
b
11'
11'
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Absorption in packed towers: Rich gases case
y
x
(mole fraction of A in L)
(mole fraction of A in V)
xa xb
y
yb
equilibrium line
x*b
3) For several values of y onthe operating line find:
y*
y1*y
*1 y
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Absorption in packed towers: Rich gases case
y
x
(mole fraction of A in L)
(mole fraction of A in V)
xa xb
y
yb
equilibrium line
x*b
3) For several values of y onthe operating line find:
y*
akak
xx
yy
y
xi
i
i
y i
i
y
y
yy
y
1
1ln
]1[]1[
1
iy
ak
y
ak
m
aK yxy
)1(1
*
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Absorption in packed towers: Rich gases case
3) Continued:
4) Find the term:
)1(
'
y
V
V
aKyyy
V
y
**))(1(
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Absorption in packed towers: Rich gases case
5) Integrate
aKyyy yVSZ y**))(1(1
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Absorption in packed towers:
Seader, Hanley
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P
GVlog
dry
Loading point
Flooding point
Design considerations: Pressure drop and flooding
G mass flow per unit area (GV-gas, GL-liquid)
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Liquid inlet
Liquid outlet Gas inlet
Gas outlet
Some flooding description
A visual build-up of liquid on the uppersurface of the packed bed
A rapid increase in liquid hold-up withincreasing gas rate
Formation of a continuous liquid phase abovethe packing support plate
A considerable entrainment of liquid inthe outlet vapour
Filling of the voids in the packed bed with liquid
Design considerations: Pressure drop and flooding
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(McCabe, Smith, Harriott)
Design considerations: Pressure drop and flooding
GV
GL
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Pressure drop analysis: Eckert graph
)(
1.02
VLV
p vFGVC
Pressure drop in
inH2O/ft of packing(brackets: mm H20/m of packing)
Flooding line
Design considerations: Diameter of packed towers
L/V=GL/GV
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Design considerations: Diameter of packed towers
Sinnott
McCabe, SmithHarriott
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* Moderate to high pressure distillation =0.4 to 0.75 in water / ft packing= 32 to 63 mm water / m packing
* Vacuum Distillation =0.1 to 0.2 in water / ft packing
= 8 to 16 mm water / m packing
* Absorbers and Strippers =0.2 to 0.6 in water / ft packing= 16 to 48 mm water / m packing
Design considerations: Diameter of packed towers
Given L, V (mass flow rates) Select pressure drop)(
)( 1.02
VLV
p vFGVC
select packingGV D
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Design considerations: Diameter of packed towers
Given L, V (mass flow rates))(
)( 1.02
VLV
p vFGVC
GV=GV(flooding)/2 D
at flooding velocity
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Example of using pressure drop correlations to estimategeometrical parameters of the packed column
Specify the packing type and column dimensions for a column that will beused to remove chlorine from a gas stream using an organic solvent.The vapor flow is 7000 kg/h, the average vapor density is 4.2 kg/m3.
The liquid flow is 5000 kg/h, the average liquid density is 833 kg/m3.The liquid's kinematic viscosity is 0.48 centistokes (4.8 x 10-7 m2/s)
Design considerations: Diameter of packed towers
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First, we evaluate the x-axis of the graph above:(L/V)(vapor density/liquid density)0.5 = (5000/7000)(4.2/833)0.5 = 0.0507
5.1
)(
1.02
VLV
p vFGVC
* Moderate to high pressure distillation =0.4 to 0.75 in water / ft packing
= 32 to 63 mm water / m packing
* Vacuum Distillation =0.1 to 0.2 in water / ft packing= 8 to 16 mm water / m packing
* Absorbers and Strippers =0.2 to 0.6 in water / ft packing= 16 to 48 mm water / m packing
Design considerations: Diameter of packed towers
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5.1)(
1.02
VLV
p vFGVC
Fp packing factor,
accounts for structure ofpacking and decreaseswith increasing void fraction
Fp=24 for 2 inch Pallrings
Design considerations: Diameter of packed towers
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Correlations for HTU
LGOG HL
mVHH
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Sinnott
Correlations for HTU
Cornell
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Sinnott
Correlations for HTU
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Correlations for HTU
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Correlations for HTU
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Design of packed towers
1) Calculate NTU
distillation/absorption from dilute gas
b
a
y
yyy
dy* y
yy ab
absorption from rich gas
b
a
y
yyyy
dyy*))(1(
)1(
2) Select packing: defines size, packing factor Fp, specific surface area, voidfraction etc
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Design of packed towers
3) Pressure drop, diameter of the column
4) HTU from Cornell, or Onda methods
5)
D
OGOGNHZ At this stage, height, diameter of the column andthe type of packing is known