CP302 MassTransfer 04 OK
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Transcript of CP302 MassTransfer 04 OK
Prof. R. Shanthini 06 Oct 2011
1
Course content of Mass transfer section
L T A
Diffusion Theory of interface mass transfer Mass transfer coefficients, overall coefficients and transfer units
04 01 03
Application of absorption, extraction and adsorptionConcept of continuous contacting equipment
04 01 04
Simultaneous heat and mass transfer in gas-liquid contacting, and solids drying
04 01 03
CP302 Separation Process PrinciplesMass Transfer - Set 4
Prof. R. Shanthini 06 Oct 2011
2
CP302 Separation Process Principles
Reference books used for ppts
1. C.J. Geankoplis Transport Processes and Separation Process Principles4th edition, Prentice-Hall India
2. J.D. Seader and E.J. HenleySeparation Process Principles2nd edition, John Wiley & Sons, Inc.
3. J.M. Coulson and J.F. RichardsonChemical Engineering, Volume 15th edition, Butterworth-Heinemann
Prof. R. Shanthini 06 Oct 2011
3
Microscopic (or Fick’s Law) approach:
Macroscopic (or mass transfer coefficient) approach:
NA = - k ΔCA
where k is known as the mass transfer coefficient
(1)JA = - DAB
dCA
dz
(50)
good for diffusion dominated problems
good for convection dominated problems
Prof. R. Shanthini 06 Oct 2011
4
NA
Mass Transfer Coefficient Approach
kc ΔCA=
NA
CA1
CA2
A & B
kc (CA1 – CA2 )= (51)
kc is the liquid-phase mass-transfer coefficient based on a concentration driving force.
What is the unit of kc?
Prof. R. Shanthini 06 Oct 2011
5
Mass Transfer Coefficient Approach
CA1 = pA1 / RT; CA2 = pA2 / RT
Using the following relationships between concentrations and partial pressures:
Equation (51) can be written as
NA kc(pA1 – pA2) / RT= (52)kp
(pA1 – pA2)=
where kp = kc / RT (53)
kp is a gas-phase mass-transfer coefficient based on a partial-pressure driving force.
What is the unit of kp?
NA kc ΔCA= kc (CA1 – CA2 )= (51)
Prof. R. Shanthini 06 Oct 2011
6
Mass transfer between phases across the following interfaces are of great interest in separation processes:
- gas/liquid interface
- liquid/liquid interface
Such interfaces are found in the following separation processes:
- absorption
- distillation
- extraction
- stripping
Models for mass transfer between phases
Prof. R. Shanthini 06 Oct 2011
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Models for mass transfer at a fluid-fluid interface
Theoretical models used to describe mass transfer between a fluid and such an interface:
- Film Theory
- Penetration Theory
- Surface-Renewal Theory
- Film Penetration Theory
Prof. R. Shanthini 06 Oct 2011
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Film Theory
Entire resistance to mass transfer in a given turbulent phase is in a thin, stagnant region of that phase at the interface, called a film.
Bulk liquid
Liquid film
Gas
pA
z=0 z=δL
CAi
CAb
For the system shown, gas is taken as pure component A, which diffuses into nonvolatile liquid B.
Mass transport
In reality, there may be mass transfer resistances in both liquid and gas phases. So we need to add a gas film in which gas is stagnant.
Prof. R. Shanthini 06 Oct 2011
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Two Film Theory
Liquid phase
Liquid film
Gas phase
pAb
CAi
CAb
pAi
Gas film
Mass transport
There are two stagnant films (on either side of the fluid-fluid interface).
Each film presents a resistance to mass transfer.
Concentrations in the two fluid at the interface are assumed to be in phase equilibrium.
Prof. R. Shanthini 06 Oct 2011
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Liquid phase
Gas phase
pAb
CAi
CAb
pAi
Mass transport
Concentration gradients for the film theory
More realistic concentration gradients
Liquid phase
Liquid film
Gas phase
pAb
CAi
CAb
pAi
Gas film
Mass transport
Interface Interface
Two Film Theory
Prof. R. Shanthini 06 Oct 2011
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Liquid phase
Liquid film
Gas phase
pAb
CAi
CAb
pAi
Gas film
Mass transport, NA
Two Film Theory applied at steady-state
NA kc (CAi – CAb )= (51)
NA (52)kp(pAb – pAi)=
Mass transfer in the gas phase:
Mass transfer in the liquid phase:
Phase equilibrium is assumed at the gas-liquid interface.
Applying Henry’s law,
pAi = HA CAi (53)
Prof. R. Shanthini 06 Oct 2011
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Liquid film
pAb
CAb
Gas film
Henry’s Law
pAi = HA CAi at equilibrium,
where HA is Henry’s constant for A
Unit of H:
[Pressure]/[concentration] = [ bar / (kg.m3) ]
CAi
pAi
Note that pAi is the gas phase pressure and CAi is the liquid phase concentration.
Prof. R. Shanthini 06 Oct 2011
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Liquid phase
Liquid film
Gas phase
pAb
CAi
CAb
pAi
Gas film
Mass transport, NA
Two Film Theory applied at steady-state
We know the bulk concentration and partial pressure.
We do not know the interface concentration and partial pressure.
Therefore, we eliminate pAi and CAi from (51), (52) and (53) by combining them appropriately.
Prof. R. Shanthini 06 Oct 2011
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Two Film Theory applied at steady-stateNA (54)From (52):
Substituting the above in (53) and rearranging:
(56)
pAi = pAb - kp
NA (55)From (51): CAi = CAb + kc
NA =pAb - HA CAb
HA / kc + 1 / kp
The above expression is based on gas-phase and liquid-phase mass transfer coefficients.
Let us now introduce overall gas-phase and overall liquid-phase mass transfer coefficients.
Prof. R. Shanthini 06 Oct 2011
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Introducing overall gas-phase mass transfer coefficient:Let’s start from (56).
Introduce the following imaginary gas-phase partial pressure:
pA* ≡ HA CAb
where pA* is a partial pressure that would have been in
equilibrium with the concentration of A in the bulk liquid.
Introduce an overall gas-phase mass-transfer coefficient (KG) as
(57)
(58)1
kp
HA
kc
≡ +1
KG
Combining (56), (57) and (58):
NA = KG (pAb - pA* ) (59)
Prof. R. Shanthini 06 Oct 2011
16
Introducing overall liquid-phase mass transfer coefficient:Once again, let’s start from (56).
Introduce the following imaginary liquid-phase concentration:
pAb ≡ HA CA
*
where CA* is a concentration that would have been in
equilibrium with the partial pressure of A in the bulk gas.
Introduce an overall liquid-phase mass-transfer coefficient (KL) as
(60)
(61)1
HAkp
1
kc
≡ +1
KL
Combining (56), (60) and (61):
NA = KL (CA* - CAb) (62)
Prof. R. Shanthini 06 Oct 2011
17CAi
pAi
pAb
CAb
pA*
CA* CA
pA
pAi = HA CAi
pA* = HA CAb
pAb = HACA*
Gas-Liquid Equilibrium Partitioning Curve showing the locations of p*
A and C*A
Prof. R. Shanthini 06 Oct 2011
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Summary:
where
NA = KL (CA* - CAb)
= KG (pAb - pA*)
1
kp
HA
kc
+1
KG
pA* = HA CAb
CA* = pAb
/ HA
KL
= =HA
(62)
(59)
(60)
(57)
(58 and 61)
Prof. R. Shanthini 06 Oct 2011
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Example 3.20 from Ref. 2 (modified)
Sulfur dioxide (A) is absorbed into water in a packed column. At a certain location, the bulk conditions are 50oC, 2 atm, yAb = 0.085, and xAb = 0.001. Equilibrium data for SO2 between air and water at 50oC are the following:
pA (atm) 0.0382 0.0606 0.1092 0.1700
CA (kmol/m3) 0.03126 0.04697 0.07823 0.10949
Experimental values of the mass transfer coefficients are kc = 0.18 m/h and kp = 0.040 kmol/h.m2.kPa.
Compute the mass-transfer flux by assuming an average Henry’s law constant and a negligible bulk flow.
Prof. R. Shanthini 06 Oct 2011
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Solution:
T = 273oC + 50oC = 323 K; PT = 2 atm;
yAb = 0.085; xAb = 0.001;
kc = 0.18 m/h;kp = 0.040 kmol/h.m2.kPa
y = 1.4652x
R2 = 0.9759
0
0.04
0.08
0.12
0.16
0.2
0.02 0.04 0.06 0.08 0.1 0.12
CA (kmol/m3)
pA (
atm
)
HA = 1.4652 atm.m3/kmol
Data provided:
slope of the curve
HA = 161.61 kPa.m3/kmol
Prof. R. Shanthini 06 Oct 2011
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where
NA = KL (CA* - CAb)
= KG (pAb - pA*)
1
kp
HA
kc
+1
KG
pA* = HA CAb
CA* = pAb
/ HA
KL
= =HA
(62)
(59)
(60)
(57)
(58 and 61)
Equations to be used:
Prof. R. Shanthini 06 Oct 2011
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1
kp
HA
kc
+1
KG KL
= =HA (58 and 61)
1
kp
=0.040
1h.m2.kPa/kmol = 25 h.m2.kPa/kmol
HA
kc
=0.18 m/h
161.61 kPa.m3/kmol= 897 h.m2.kPa/kmol
KG = 1/(25 + 897) = 1/922 = 0.001085 kmol/h.m2.kPa
KL = HA KG = 161.61/922 = 0.175 m/h
Calculation of overall mass transfer coefficients:
Prof. R. Shanthini 06 Oct 2011
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NA = KL (CA* - CAb)
CA* = pAb
/ HA = yAb PT / HA
(62) is used to calculate NA
= 0.085 x 2 atm / 1.4652 atm.m3/kmol = 0.1160 kmol/m3
CAb = xAb
CT = 0.001 CT
CT = concentration of water (assumed) = 1000 kg/m3 = 1000/18 kmol/m3 = 55.56 kmol/m3
CAb = 0.001 x 55.56 kmol/m3 = 0.05556 kmol/m3
NA = (0.175 m/h) (0.1160 - 0.05556) kmol/m3
= 0.01058 kmol/m2.h
Prof. R. Shanthini 06 Oct 2011
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NA = KG (pAb - pA*)
pA* = CAb
HA = xAb CT HA
(59) is used to calculate NA
= 0.001 x 55.56 x 161.61 kPa = 8.978 kPa
pAb = yAb
PT = 0.085 x 2 x 1.013 x 100 kPa = 17.221 kPa
NA = (1/922 h.m2.kPa/kmol) (17.221 - 8.978) kPa
= 0.00894 kmol/m2.h
Alternatively,