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Chemical Engineering: Solving Salt Transport in Membrane, Exams of Engineering Chemistry

The solution to a midterm exam problem in chemical engineering, specifically about the transient behavior of salt transport through a semi-permeable membrane. The solution includes the derivation of a first-order, linear ordinary differential equation (ode) for the concentration of salt (ci) in the receptor cell, and the application of boundary conditions to obtain an expression for ci(t). The document also discusses the incorrect method used by nicolas et al to determine the permeability (p) of the membrane and provides the correct method to obtain the value of p.

Typology: Exams

2012/2013

Uploaded on 04/01/2013

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Chemical Engineering 140 September 26, 2005
Midterm #1 Solution (total pts: 185)
(120) 1.
(40) i. Use transient species mass balance on salt in upper chamber
CV = Upper chamber volume = V
Transient mass balance for species i = salt. No reaction, no outlet streams
)(
,, m
ioutiini
iGmm
dt
dm
+=
iini
ii Mn
dt
Mnd
,
)(
=
Constant species molecular weight Mi allows us to reduce mass balance to mole balance
ini
i
V
in
dt
VCd
dVrC
dt
d
,
)(
)(
==
(Well mixed tank Ci is indep. of position) (*)
But, rate of moles in varies with the concentration difference across the SCL:
( )
)(
ˆ
,tCc
L
PA
ANn ioiini==
(Relationship for flux N is given in part (i).) (**)
Combining (*) and (**), we obtain
()
)(
)
(tCc
L
PA
dt
dC
V
dt
dV
C
dt
VCd
io
i
i
i=+=
(V const)
Receptor cell
SCL
Donor cell
probe
V
c
o
N
salt
L
A
C
salt
(t)
Given in problem statement:
A ≡ Area of membrane (SCL)
V ≡ Volume of receptor cell, CONSTANT
L ≡ Thickness of membrane (SCL)
co ≡ Concentration of salt in donor cell,
CONSTANT
Both tanks are WELL MIXED
Csalt(t = 0) = 0 (Upper chamber initially
contains no salt)
0
0
0
pf3
pf4

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Chemical Engineering 140 September 26, 2005

Midterm #1 Solution (total pts: 185)

(40) i. Use transient species mass balance on salt in upper chamber

CV = Upper chamber volume = V

Transient mass balance for species i = salt. No reaction, no outlet streams

( ) , ,

m iin iout i

i m m G dt

dm =  − +   iin i

i i n M dt

d nM ,

Constant species molecular weight Mi allows us to reduce mass balance to mole balance

i in

i

V

i n dt

dCV C rdV dt

d ,

(Well mixed tank  Ci is indep. of position) (*)

But, rate of moles in varies with the concentration difference across the SCL:

, ˆ^ ( c^ C ( t ))

L

PA

n  (^) i in = NiA = oi (Relationship for flux N is given in part (i).) (**)

Combining () and (*), we obtain

c C t L

PA

dt

dC V dt

dV C dt

d CV o i

i i

i = + = − (V const)

Receptor cell

SCL

Donor cell

Conductivity probe V

c (^) o

Nsalt

L

A

Csalt(t)

Given in problem statement:

A ≡ Area of membrane (SCL)

V ≡ Volume of receptor cell, CONSTANT

L ≡ Thickness of membrane (SCL)

c (^) o ≡ Concentration of salt in donor cell,

CONSTANT

Both tanks are WELL MIXED

Csalt(t = 0) = 0 (Upper chamber initially

contains no salt)

( c C ( t ))

L

PA

dt

dC V (^) o i

i = −

Rearranging, we have a first order, linear ODE for Ci(t):

i o

i c VL

PA

C t VL

PA

dt

dC

  • ()=

(20) (ii) Solve the ODE and use BC’s to get expression for concentration

Defining an integrating factor μ and writing the general solution to this linear first order ODE,

where α is a constant of integration (Can also be solved by Separation of Variables)

= exp[ dt ] VL

PA

μ

α μ μ

dt VL

PAc C t

o i

( ) , which simplifies to  

= + t VL

PA

C (^) i ( t ) co αexp

Applying the initial condition that Csalt (t = 0) = 0 and simplifying, gives

= − t VL

PA

C (^) i ( t ) co 1 exp

(20) (iii) Express similar to Nicolas et al

− = t VL

PA

c

C t

o

i exp

1  t VL

PA

c

C t

o

i − = 

ln 1

Equation 1 given by Nicolas is correct.

(25) 2i If the process is at steady state, what is the feed rate of high fructose corn syrup in

gal/min? Assume corn syrup specific gravity is 1.34, relative to water at 4°C.

Solution: min mout dt

dm = ^ − = 0 ; min mout  (^) =  (overall mass balance)

F + 750 kg/hr + 5 kg/hr + 10 kg/hr = 1000 kg/hr  F = 235 kg/hr

3 3

2

2

4 2 83.^6

ft

lb F

ft

lb H O

lb HO

lb F sp gr

m m

m

C m F =^ HO = =

ρ ρ (any correct conversions accepted)

(25) 2ii Steady state, unsteady state, vs equilibrium state

Steady state – no time dependence, but possible spatial dependence

Unsteady state – process variables change with time

Equilibrium – no time or spatial dependence

(15) 2iv In a steady-state problem, why is it necessary to choose a basis?

Selecting and declaring a basis is necessary so that you and others can later identify the

foundation for the calculations made and appropriately scale the problem. In addition, the basis

can provide an additional piece of information for solving the problem.

Dyes, flavorings,

& preservatives

Soft Drink

High fructose

Corn syrup

Water

CO 2

1000 kg/hr

10 kg/hr

5 kg/hr

750 kg/hr

F

min

60 min

3

3 hr gal

kg

lb

ft

gal

lb F

ft

hr

kgF F

m

m