GAS
ABSORPTION
GAS ABSORPTION
A unit operation where a soluble vapor is absorbed from its mixture with an inert gas by means of a liquid in which the solute is more soluble
Solute is subsequently recovered from liquid by distillation
DESORPTION OR STRIPPING
Process of removing gas dissolved in a liquid and where the liberated gas is taken up in a gas or vapor in contact with the liquid
It is the reverse of gas absorption GAS ABSORPTION EQUIPMENT 1. Plate Column
2. Packed Tower
PROBLEMS INVOLVING GAS ABSORPTION: 1. Calculation of tower height
2. Calculation of number of equilibrium stages 3. Calculation of efficiency
4. Calculation of vapour-liquid handling capacity of the equipment involved DEFINITIONS OF TERMS:
1. Absorption Column – a plate column where gas is absorbed while a gas mixture bubbles through the liquid which passes down from plate to plate
2. Absorption Factor – a parameter in the Kremser equation for calculation of absorption columns and towers; the product of the total pressure and the liquid flow rate in moles per second divided by the product of Henry’s Law constant and the gas flow rate in moles per second
3. Absorption Tower – a tower where liquid flows down over a packing material in counter-current or co-counter-current flow with a gaseous mixture while one or more of the gaseous components are absorbed in the liquid
.
4. Absorbent – liquid which takes up one or more components from a gaseous mixture
5. Chanelling – the condition in which packing surface is not wetted by the flowing liquid due to low liquid rates. It is the chief reason for the poor performance of large packed towers. Channelling is severe in towers filled with stacked packing, which is the main reason they are not much used. It is less severe in dumped packings.
6. Downcomer – a tube or duct leading liquid from one plate in column to the next plate
7. Downflow Flooding – in plate columns, excessive build up of liquid on the plates caused by insufficient drainage through the downcomers
8. Entrainment flooding – in distillation and absorption, excessive carry-over of suspended droplets following the vapour or gas upwards through the column
9. Flooding Velocity – in a given packed tower with a given type and size of packing and with a definite flow of liquid, this is the upper limit to the rate of gas flow. At flooding point, the liquid can no longer flow down through the packing and is blown out with the gas. In an actual operating tower, the gas velocity is well below flooding. The optimum economic gas velocity is about one half or so of the flooding velocity
10. Lean Gas – outgoing gas mixture in air or gas absorption column/tower
11. Loading Point – the point in a logarithmic pressure drop – gas velocity diagram for packed columns where the pressure drop start to increase more rapidly with increasing gas or vapor velocity caused by rapid increase in liquid hold-up. Further increase in gas or vapor velocity ends in flooding.
12. Packed Column Tower – a column for distillation, absorption or extraction, consisting of a cylindrical shell filled with small objects (packing) to bring about intimate contact between rising fluid (vapor, gas, liquid) and descending liquid
13. Packing – small objects used to provide a large contact area between rising fluid and descending liquid in packed columns, such as saddles, rings, grates and pieces of coke 14. Packing Diameter – the outer diameter of proprietary rings such as Raschig rings and pall
rings. The size of saddles are given by a number corresponding to one of the dimensions in inches
15. Random Packing/Dumped Packing – in packed columns and towers, packing units lying randomly as they happened to fall when dumped down
16. Rich Gas – gas mixture entering the gas absorption column/tower
17. Scrubbing – the process in which a liquid is employed to achieve or assist in the removal of dispersed particles from the gas
18. Stacked Packing – in distillation and absorption columns, a packing consisting of symmetric materials stacked on top of each other, for instance rings placed beside each other with vertical axis or wooden grids in cross-packed layers. Wooden grids are used in the aluminum industry in large towers for absorption of SO2 and hydrogen fluoride from ventilation air
19. Strong Liquor – the outlet liquid, which is enriched in solute
20. Weak Liquor – the inlet liquid, which may be oure solvent or a dilute solution of solute in the solvent
Nomenclature:
V '
= molar flow rate of solute-free gasV
1 = molar flow rate of rich gasV
2 = molar flow rate of lean gasL'
= molar flow rate of solute-free liquidL
1 = molar flow rate of strong liquory
1 = mole fraction of solute in rich gasY
1 = mole ratio of solute with solute-free gasy
2 = mole fraction of solute in lean gasY
2 = mole ratio of solute with solute-free gasx
1 = mole fraction of solute in strong liquorX
1 = mole ratio of solute in strong liquor with the solute-free liquorx
2 = mole fraction of solute in weak liquorX
2 = mole ratio of solute in weak liquor with the solute-free liquor Assumptions:2. The solute-free gas is relatively insoluble in the solvent used. Therefore, solute free gas is constant
Gas Phase Concentration, based on Dalton’s Law:
p= yP
Y =
y
1− y
Liquid Phase Concentration,
x=
C
ρ
mX =
x
1− x
Where:
p
= partial pressure of the solute in gasP
= total pressure of the gasC
= moles of solute per unit volume of solutionρ
m = molar density of the solution, moles of solution per unit volume of solution Over-all Material BalanceV
1+
L
2=
V
2+
L
1 Solute Balancey
1V
1+
x
2L
2=
y
2V
2+
x
1L
1Y
1V '+ X
2L '=Y
2V '+ X
1L '
L
'(
X
1−
X
2)
=
V '
(
Y
1−
Y
2)
L '
V '
=
Y
1−
Y
2X
1−
X
2At any height Z of the absorber,
Y
1V '+ XL'=YV ' +X
1L'
[
Y V
'=
Y
1V
'+
X L
'−
X
1L'
]
1
V '
Y =
L'
V '
X −
L'
V '
X
1+
Y
1⟶OPERATING LINE EQUATION
Slope , m=
L'
V '
Y intercept =
−
L '
V '
X
1+
Y
1 PERCENTAGE RECOVERYRecovery=
V
'Y
1−
V
'Y
2V ' Y
1x 100
Recovery=
Y
1−
Y
2Y
1x 100
X – Y PLOT FOR GAS ABSORBER
Note:
Point (1) – at the bottom of the absorber Point (2) – at the top of the absorber SOURCE OF EQUILIBRIUM CURVE:
1. Henry’s Law – for dilute solution
y=
p
P
p=Hx
y=
H
P
x , slope , m=
H
P
Where:
H
= Henry’s Law Constant 2. Raoult’s Law – for ideal solutionp=xP °
y=
p°
P
x
Where:
p°
= vapor pressure3. Vaporization Constant
y=Kx
Where:
K
= vaporization ConstantIf
Y
1,Y
2, X
2,V '
are fixed and kept constant,X
1 will corresponds to the value that is inequilibrium with
Y
1If less liquid, L’ (or more gas, V’) is used:
The slope of the operating line will decrease
The exit liquid composition will be greater
The diffusional driving force will be less
The absorption will be more difficult
The time of contact between liquid and gas must be greater
The tower/column must be taller At minimum liquid rate, L’minimum
The slope of the operating line, L’/V’, is minimum
The exit liquid composition, X1, will be maximum
X
1=
X
1 max=
X
1¿ The diffusional driving force at point M is zero
The time of contact between liquid and gas in infinite
The height of tower/column is infinite
The minimum liquid-gas ratio represents a limiting value To solve for (L’/V’)minimum
(
L'
V '
)
min=
Y
1−
Y
2X
1¿−
X
2 ABSORPTION FACTOR:A=
L'
mG '
When A is large, the solute tends to be absorbed in the liquid phase GAS ABSORPTION IN PLATE COLUMN
A. Kremser-Brown Absorption Factor – use to rapidly determine the number of theoretical stages for gas absorption. It is based on the assumptions that operating line and equilibrium diagram are both straight lines
E=
y
1−
y
2y
1−
y
2¿
=
A−A
N+1N=
ln
A−E
A− AE
ln A
Where:
N
= number of theoretical equilibrium stagesA
= absorption factorE
= effectiveness or percentage absorbedB. Tiller-Tour Equation – simplified Kremser-Brown Absorption equation
N=
ln
A−E
A− AE
ln A
N=
ln
[
L'
mV '
−
(
Y
1−
Y
2Y
1−
Y
2 ¿)
L '
mV '
−
L'
mV '
(
Y
1−
Y
2Y
1−
Y
2¿)
]
ln
[
L '
mV '
]
N=
ln
[
L '
V '
(
Y
1−
Y
2 ¿)
−
m
(
Y
1−
Y
2)
m
(
Y
1−
Y
2¿)
L '
mV '
[
(
Y
1−
Y
2¿)
−
(
Y
1−
Y
2)
]
(
Y
1−
Y
2¿)
]
ln
[
L '
mV '
]
N=
ln
[
L '
V '
(
Y
1−
Y
2 ¿)
−
m
(
Y
1−
Y
2)
L'
V '
(
Y
2−
Y
2 ¿)
]
ln
[
L '
mV '
]
N=
ln
[
(
Y
1−
Y
2X
1−
X
2)
(
Y
1−
Y
2¿)
−
(
Y
1¿−
Y
2¿X
1−
X
2)
(
Y
1−
Y
2)
(
Y
1−
Y
2X
1−
X
2)
(
Y
2−
Y
2 ¿)
]
ln
[
(
Y
1−
Y
2X
1−
X
2)
(
Y
1¿−
Y
2¿X
1−
X
2)
]
N=
ln
[
Y
1−
Y
1 ¿Y
2−
Y
2¿]
ln
[
Y
1−
Y
2Y
1¿−
Y
2¿]
=
ln
[
y
1−
y
1 ¿y
2−
y
2¿]
ln
[
Y
1−
Y
2y
1¿−
y
2¿]
C. Colburn Factor – another way to determine the number of theoretical stages for absorbers. This equation is based on a straight line equilibrium line only. The operating line is not straight
E=1−
A
1(
A
2−1
)
2
A
2(
A
1−1
)
(
A
2N+1+1
N=
ln
[
A
1(
1−E )
(
A
1−1
)
(
A
2−1
A
2)
2−
1
A
2]
ln A
2 Where:A
1=
L
1mV
1; A
2=
L
2mV
2D. McCabe-Thiele Method – used if one of the lines (operating line and equilibrium diagram) is not straight
a. Using mole ratios, (X, Y) – operating line is straight line; equilibrium diagram is non-linear
b. Using mole fraction, (x, y) – operating line is non-linear; equilibrium diagram is straight line
GAS ABSORPTION IN PACKED TOWER Dual Film Theory:
Mass Transfer Equation at the Gas Film
(
d N
A)
G=
K
G(
P
A−
P
Ai)
dA
dA=aS dZ
K
G=
K
yP
(
d N
A)
G=
aK
y(
y
A−
y
Ai)
dZ
Where:
(
d N
A)
G = rate of mass transfer in gaseous phase = absorption rateK
y = gas phase mass transfer coefficienta
= packing property (dependent of material type); mass transfer area / volume of packing materialdA
= mass transfer areaS
= cross sectional area of the towerZ
= height of the towerP
A = partial pressure of component Ay
A = mole fraction of A in the gas phase Mass Transfer Equation at the Liquid Film(
d N
A)
L=
K
L(
C
Ai−
C
A)
dA
(
d N
A)
L=
aK
L(
C
Ai−
C
A)
SdZ
(
d N
A)
L=
aK
x(
x
Ai−
x
A)
SdZ
Where:
(
d N
A)
L = rate of mass transfer in liquid phaseK
L, K
x = liquid phase mass transfer coefficientC
A = concentration of solute in liquid phasex
A = mole fraction of solute in liquid phase At steady state:Mass flux in gas = Mass flux in liquid
K
y(
y− y
i)
=
K
x(
x
i−
x
)
K
xK
y=
y− y
ix
i−
x
DESIGN METHODS FOR ABSORPTION OF DILUTE GAS MIXTURES IN PACKED TOWERS 1. Plot the operating line equation.
2. Calculate
V ,V
1, V
2, L , L
1, L
2V =
V
1+
V
22
; L=
L
1+
L
22
3. Calculate interface compositions,
x
i1, y
i1 at pointx
1, y
1slope=
k
xa
k
ya
=
k '
xa
[
1
(
1−x )
ℑ]
k '
ya
[
1
(
1− y )
ℑ]
=
k '
xa
[
1
1−x
]
k '
ya
[
1
1− y
]
4. Compute for the tower height
From Geankoplis, equation 6.26, using gas phase
V
S
(
y
1−
y
2)
=
k '
ya z
(
y − y
i)
M(
y− y
i)
M=
(
y
1−
y
i 1)
−
(
y
2−
y
i 2)
ln
y
1−
y
i 1y
2−
y
i 2From Geankoplis, equation 6.27, using liquid phase
L
S
(
x
1−
x
2)
=
k '
xa z
(
x
i−
x
)
M(
x
i−
x
)
M=
(
x
i 1−
x
1)
−
(
x
i 2−
x
2)
ln
x
i 1−
x
1x
i 2−
x
2From Geankoplis, equation 6.28, using gas phase
V
S
(
y
1−
y
2)
=
K '
ya z
(
y− y
¿)
M(
y− y
¿)
M=
(
y
1−
y
1¿)
−
(
y
2−
y
2¿)
ln
y
1−
y
1 ¿y
2−
y
2¿From equation 10.4-24 (Geankoplis)
(
1− y )
¿MK '
ya
=
(
1− y )
ℑk '
ya
+
m' (1−x )
ℑk '
xa
From equation 10.4-25 (Geankoplis)
(
1− y )
¿M=
(
1− y
1¿)
−
(
1− y
1)
ln
1− y
1 ¿1− y
1From equation 10.4-6 (Geankoplis)
(
1− y )
ℑ=
(
1− y
i1)
−
(
1− y
1)
ln
1− y
i 11− y
1From equation 10.4-7 (Geankoplis)
(
1−x )
ℑ=
(
1−x
1)
−
(
1−x
i 1)
ln
1−x
11−x
i 1From Geankoplis, equation 6.29, using liquid phase