Chapter 3 ConSol PPT by E.cussler

39
10. October 2012 Chapter 3 Diffusion in Concentrated Solutions Dr. K. Wegner - Lecture 10.10.2012 Mass Transfer

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diffusion in mass transfer and liquids reference E cusller

Transcript of Chapter 3 ConSol PPT by E.cussler

Page 1: Chapter 3 ConSol PPT by E.cussler

10. October 2012

Chapter 3

Diffusion in Concentrated Solutions Dr. K. Wegner - Lecture 10.10.2012

Mass Transfer

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Mass Transfer – Diffusion in Concentrated Solutions 2

3. DIFFUSION IN CONCENTRATED SOLUTIONS

Diffusion causes convection in fluids

Convective flow occurs because of pressure gradients (most common) or temperature differences (buoyancy or free or natural convection). However even in isothermal and isobaric systems, convection can occur due to diffusion.

Maxwell (1860) said: “Mass transfer is due partly to the motion of translation and partly that of agitation.”

Diffusion and convection always occur together in fluids.

3.1 Theory

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Mass Transfer – Diffusion in Concentrated Solutions

Example: Evaporation of Benzene:

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At 6°C the benzene vapor is dilute and evaporation is limited by diffusion.

At 80.1°C benzene boils (p = 1atm).Evaporation is controlled by convection.

At 60°C an intermediate case occurs in which both diffusion and convection are important.

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Mass Transfer – Diffusion in Concentrated Solutions

Analysis of the case at 60°C:

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Concentration of benzene (species 1) and air (species 2) at z = h:

c1,h = c1,∞ (→ 0); c2,h → max

p1,h = p1,∞ (→ 0); p2,h → p

(air blows away and dilutes benzene vapor).

At z = 0:

c1,0 = f (T,p) > c1,h and c2,0 < c2,h

p1,0 = f (T,p) > p1,h and p2,0 < p2,h

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Mass Transfer – Diffusion in Concentrated Solutions 5

The difference in concentrations (or partial pressures) between 0 and h gives rise to upward diffusion of benzene from the liquid surface and downward diffusion of air.

Since the benzene surface is considered impermeable to air, a convective upward-pointing flux must compensate the downward diffusive flux of air!

This is the Stefan flow !

NOTE: This convection also transports benzene molecules!

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Mass Transfer – Diffusion in Concentrated Solutions

Determine concentration profile and flux for the 60°C case

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Mass balance for species i at steady state:

)zz(J)zz(J)z(J)z(J diff,iconv,idiff,iconv,i

Diffusive flux:

dzdcADJ diffi ,

Convective flux with velocity u:

uAcJ iconvi ,

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Mass Transfer – Diffusion in Concentrated Solutions 3-7

For Δz → 0 we obtain:

02

2

zcD

zcu ii

For practicability we transform molar concentrations into mole fractions:

cc

VccVc

nnny 1

21

1

21

11

(1)

If c is given as a mass concentration the transformation into mole fractions is:

1

11 M

Mcy

with the “average molar mass” i

ki MyM 1

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Mass Transfer – Diffusion in Concentrated Solutions 3-8

So (1) can be rewritten as: 02

2

zyD

zyuc ii (2)

Integration of eq. (2) for species 1 (benzene):

CzyDyuc

11 (3)

The two terms are the convective and diffusive molar flux densities. The sum of the molar fluxes is constant.

Integration of eq. (2) for species 2 (air) with 12 1 yy

CzyDy1uc 1

1

(4)

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Mass Transfer – Diffusion in Concentrated Solutions 3-9

Since air does not accumulate and cannot penetrate the benzene surface, the total (overall) molar flux of air is zero. Thus 0C

Eq. (4) is rewritten as:

zy

uDy 1

11 (5)

Integration of (5) with B.C. y1 = y1,0 at z = 0:

zDu

eyy 0,11 11 (6)

Determine velocity u with B.C. y1 = y1,h at z = h:

0,1

,1

11

lnyy

hDu h

(7)

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Mass Transfer – Diffusion in Concentrated Solutions 3-10

Inserting eq. (7) into (5) gives the concentration profile:

hz

h

yy

yy

0,1

,1

0,1

1

11

11 (8)

With the concentration profile and eq. (3) we can obtain the total molar flux:

0,1

,1

11

lnyy

hDcCj h

tot (9)

This type of approach leads to the Stefan-Maxwell equations for multi-component diffusion in concentrated solutions.

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Mass Transfer – Diffusion in Concentrated Solutions

Separating Convection from Diffusion – Cussler’s Approach

3-11

Now, Cussler treats this topic slightly different (but gets to the same results).

Assume that these two effects are additive:

convection by

dtransporte massdiffusion by

dtransporte massdtransporte mass total

If the total mass flux is n1, the mass transported per area per time relative to fixed coordinates:

111 vcn

where v1 is the average solute velocity (velocity due to convection and superimposed diffusion).

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Mass Transfer – Diffusion in Concentrated Solutions 3-12

The total average solute velocity can be split into a part due to diffusion and one due to convection, called reference velocity va:

convection

a1

fluxdiffusive

a1

a1

a111 vcjvcvvcn

The art is to select va in such a way that va=0.

For example va is the velocity of the solvent because the solvent is usually in excess so its transfer is minimal (in other words the difference in solvent concentration is too small across the solution). That way we eliminate convection and deal with a SIMPLER problem.

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Mass Transfer – Diffusion in Concentrated Solutions 3-13

Two-bulb apparatus (Diaphragm-cell) for understanding different definitions of reference velocities.

Volume average velocity = 0Molar average velocity = 0Mass average velocity ≠ 0

Volume average velocity = 0Molar average velocity ≠ 0Mass average velocity ≈ 0

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Mass Transfer – Diffusion in Concentrated Solutions 3-14

For gases (e.g. H2 and N2) at equal T and p the number of moles is always the same in both sides. Similarly the volume in both sides is the same. As a result, the

v0 = 0 volume average velocity

v* = 0 molar average velocity

v 0 mass average velocity, because the masses of N2 and H2 are different. As a result, as time goes by the center of mass in the two-bulb apparatus moves away from the bulb containing N2 initially. Thus the mass average velocity v is not zero.

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Mass Transfer – Diffusion in Concentrated Solutions 3-15

For liquids: The volume is nearly always constant.v0 = 0 volume average velocityv = 0 mass average velocity. This is usually correct as liquid

densities differ little.e.g. H2O=1 g/cm3

Glycerol=1.1 g/cm3

However, the molar concentration is usually quite different following large differences in molecular weight.

e.g. MWH2O=18 g/mol andMWGlycerol=92 g/mol

So v*0 molar average velocity for liquids.

In conclusion: For gases use as reference velocity va the v0 or v*, while for liquids use v0 or v.

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Mass Transfer – Diffusion in Concentrated Solutions 3-16

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Mass Transfer – Diffusion in Concentrated Solutions 3-17

Table legend:

ω i : mass fraction of species iy i : mole fraction of species i

ii Vc : volume fraction of species i, iVwhere is the partial specific volume of species.

Precisely: Partial specific volume:jmTpi

i mVV

,,

Partial molar volume:jnTpi

i nVV

,,

The partial specific or molar volume expresses how much a volume changes upon addition of a certain mass or number of moles of a given component.

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Mass Transfer – Diffusion in Concentrated Solutions 3-18

Partial molar volume for ideal gases (pV = nRT) :

cpTR

np

RTnn

nVV

nTp

nTp

1

2

2

,,

1

21

,,11

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Mass Transfer – Diffusion in Concentrated Solutions

3.2 Examples for Parallel Diffusion and Convection

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Example 3.2.1: Fast Diffusion through a stagnant film

Goal: Calculate the flux and the concentration profile

Now both diffusion and convection are important!

Remember that at intermediate temperatures both diffusion and convection affect the evaporation of benzene (or any other solute).

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Mass Transfer – Diffusion in Concentrated Solutions 3-20

1. Step: Mass balance

zzatout

dtransportesolutezatin

dtransportesolutezAvolumein

daccumulatesolute

zz1z11 |An|AnczAt

Divide by Az and as volume 0

znc

t1

1

At steady state:

zn0 1

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Mass Transfer – Diffusion in Concentrated Solutions 3-21

Now the flux is affected by both diffusion and convection. For simplicity we choose va=v0 (volume average velocity)

)vVcvVc(cdzdc

Dvcjn 222111110

111

2. Step: Choose and simplify mass transport equation

Note that n1=c1v1 and n2=c2v2

The total average flux of the solvent (air) is zero, since it cannot penetrate into the liquid phase and does not accumulate.

Therefore n2=0 and v2=0.

(Cussler mentions that the solvent vapor is stagnant and therefore n2=0 and v2=0. This does not make sense physically, though.)

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Mass Transfer – Diffusion in Concentrated Solutions 3-22

So 1111

1 nVcdzdc

Dn

If the vapor is an ideal gas, then 111

21

11 Vc

cc

VccVcy

dzdcD)Vc1(n 1111

dzdyDc)y1(n 1

11 (1)

3. Step: Boundary conditions z=0: y1=y10

z=L: y1=y1L

(2)

(3)

or

and

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Mass Transfer – Diffusion in Concentrated Solutions 3-23

Solve eqn. (1) subject to BC’s to determine n1

10

11 y1

y1lnDcn

(4)

Note that doubling the concentration difference DOES NOT double the flux, as in dilute systems.

Integrating eq. (1) also for z=0 to z and y1=y10 to y1 and assuming that n1 does not change with height z (which is a fair assumption here as the cross-sectional area does not change) gives:

z

10

1

10

1y1y1

y1y1

(5)Concentration profile

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Mass Transfer – Diffusion in Concentrated Solutions 3-24

10

1

z

10

110

y1y1ln

y1y1y1Dc

dz1dy

Dc1j

(6)

0,1

,1

11

lnyy

hDcCj h

tot

Compare to our initial result for combined diffusion and convection of benzene (page 3-10):

Eq. 6 gives the same results assuming y1L=y1h→0 and z=L=h

The direct approach and the one using the reference velocity give the same results!

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Mass Transfer – Diffusion in Concentrated Solutions 3-25

Now does this result reduce to that for dilute solutions?

Expansion into series for small y (dilute system small conc. y):

32a y

!32a1aay

!21aaya1y1

(7)

(8)

(9)

ya1y!3

2a1aay!2

1aaya1y1 32a

Here a=1: y1y1

1

y3y

2yyy1ln

32

0 0

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Mass Transfer – Diffusion in Concentrated Solutions 3-26

Let´s apply eqn. (8) to eqn. (5)

z101

z101

10

1 yy1y1y1y1y1

z

101101 yy1)y1(y1

1101010110 yyzy1yzyz1y1

If we multiply both sides of eqn. (10) with c

(10)

)cc(zcc 101101

(11)

with approx. (7) becomes

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Mass Transfer – Diffusion in Concentrated Solutions 3-27

Likewise for the flux from eqn. (4)

)cc(DyyDc

)y1ln()y1ln(Dcn

1101019Eq

1011

Eqn. (11) and (12) are identical to the dilute limit ones!

(12)

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Mass Transfer – Diffusion in Concentrated Solutions

Example 3.2.2: Calculate the error associated with the neglect of diffusion-driven convection when estimating the evaporation rate of benzene @ 6°C and @ 60°C.

a) At 6°C the saturation vapor pressure is p1(sat) = 37 mmHg

Mole fraction 049.076037

p)sat(p

ccy 11

10

Total flux at steady-state for concentrated solution:

cD05.0

049.0101lncD

y1y1lncDn10

11

Total flux for dilute solution:

cD049.00049.0cDyycDjn 11011 Only 2% error!

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Mass Transfer – Diffusion in Concentrated Solutions 3-29

b) At 60°C the saturation vapor pressure is p1(sat) = 395 mmHg

760395y10 Mole fraction

Concentrated solution:

cD73.0

760/395101lncD

y1y1lncDn10

11

Dilute solution:

cD52.00

760395cDyycDjn 11011

There is 40% error !!

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Mass Transfer – Diffusion in Concentrated Solutions 3-30

Example 3.2.3: Catalytic cracking of methane

Methane gas is cracked at the surface of a solid catalyst forming hydrogen and a solid carbon deposit.

Goal: Total methane (molar) flux per unit area at steady state?

n1 Catalyst surface

n2

z0

CH4

2H2Carbon deposit

CH4(g) → C(s) + 2 H2(g)

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Mass Transfer – Diffusion in Concentrated Solutions 3-31

Choose and simplify mass transport equation:

Note: For processes with chemical reactions, it is best to use the molar flux and the molar average velocity!

Thus, from Table 3.2.1: *1

1*111 vc

dzdcDVcjn (1)

withc

nnvyvyv 212211

* (2)

Now 1 mole of CH4 gives 2 moles of H2, flowing in the opposite direction. Therefore,

12 2 nn in eq. (2):cnv 1* and

cnc

dzdcDn 1

11

1

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Mass Transfer – Diffusion in Concentrated Solutions 3-32

Use molar fractions ccy 1

1

111

1 nydzdycDn

dzdycDyn 1

11 1 → (3)

B.C.: z = 0: y1 = 0 (due to decomposition)z = L: y1 = y1,L (some measured conc. at L)

Integration of (3) subject to B.C.s yields: LyL

Dcn 11 1ln

Or the general form if y1,0 ≠ 0:

0,1

,11 1

1ln

yy

LDcn L

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Mass Transfer – Diffusion in Concentrated Solutions 3-33

Example 3.2.4: Fast Diffusion into Semi-Infinite Slab

A volatile liquid solute evaporates into a long capillary

Initially the capillary contains no solute. As the solute evaporates the interface between the vapor and the liquid solute drops.

Goal: Calculate the solute evaporation rate accounting for diffusion induced convection and the effect of moving interface.

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Mass Transfer – Diffusion in Concentrated Solutions 3-34

Mass balance:

outtransport

soluteintransport

solutezAin

ionaccummulatsolute

zz1z11 nAnAzAct

Divide by A z and as z 0

zn

tc 11

(1)

There is no solvent (air) flow across the capillary, blowing the solute away. As a result, the solute accumulates in the capillary.

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Mass Transfer – Diffusion in Concentrated Solutions 3-35

Choose and simplify mass transport equation:n1 = j1+c1 v0 2211222111

0 VnVnvVcvVcv with

The solvent gas does not dissolve in the liquid, thus at the interface (z=0): n2 = 0.

012

12

1 vczz

cD

tc

In (1):

0z1

0z111 zc

DnVc1

(2)

(3)

zc

Vc1z

cVD

z

cD

tc 1

0z

11

11

21

21

(4)

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Mass Transfer – Diffusion in Concentrated Solutions 3-36

t = 0 z > 0 c1 = 0t > 0 z = 0 c1 = c1(sat)

z = c1 = 0

Boundary conditions:

Define combined variabletD

z

4

0d

dc2

d

cd 121

2

(5)

with B.C. = 0 c1 = c1(sat) = c1 = 0

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Mass Transfer – Diffusion in Concentrated Solutions 3-37

where

0

11

11

Vc1

cV

21

(6)

In eq. (5) is a dimensionless velocity characterizing the convection by diffusion and the movement of the interface. Note that if = 0 the problem reduces to that of diffusion in dilute concentrations !!

Eqn. (5) is integrated to give:

21 )(expttanconsc

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Mass Transfer – Diffusion in Concentrated Solutions

2nd integration and insertion of B.C.:

erf

erfsatc

c1

1)(1

1(7)

eqn. (6) (7):

1

211experf1

11)sat(cV

Calculate now the interfacial flux

0z

11

14.eqn

0z11 Vc1z

c

DnN

erf1exp

)sat(cV11)sat(ct/D

2

11itlimdilute

1

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Mass Transfer – Diffusion in Concentrated Solutions 3-39