Separation Processes quiz - Spring 2005, Exams of Chemical Separation Processes

Exam on Separation Processes - Spring 2005

Typology: Exams

2019/2020

Uploaded on 04/23/2020

snehaaaa
snehaaaa 🇺🇸

4.7

(19)

239 documents

1 / 3

Toggle sidebar

This page cannot be seen from the preview

Don't miss anything!

bg1
10.32
Spring 2005
EXAM 2
April 13, 2005
1. (50 points) In the reverse osmosis systems we considered in class and for homework
(Problem Set 3), we assumed that some salt or solute leaked through the membrane so that
the permeate had a low salt concentration The flow of water and salt through the
membrane can be modeled as two transport processes in parallel. Pure water permeates
through the membrane wall by reverse osmosis and very small amounts of salt water pass
through tiny pores or imperfections in the membrane by bulk flow. The salt concentration,
C
.CP
P, is a result of both the osmotic flow of pure water and the bulk flow of salt water through
pores. At any location along the length of the membrane tubes these two fluxes P
N and N
are:
(
os0m
2
3P-P K
sm
m
N∆Π=
)
(1)
for pure water through the walls by reverse osmosis and
(
0P
2
3
PP-P K
sm
m
N=
)
(2)
for bulk flow of salt water through the pores where P
NN
>>
. In these equations, P is the
pressure inside the tube, is the pressure outside the tube,
o
Pos
Π is the osmotic pressure,
and
m
K and are experimentally-determined coefficients. The osmotic pressure can be
related to concentration by
p
K
(
PBWosos CCk
)
=∆Π (3)
where is the solute concentration at the inner wall of the tube, is the concentration
of solute in the permeate and is the osmotic coefficient.
BW
CP
C
os
k
The concentration of solute in the well-mixed bulk of the liquid within the tube is and
the mass transfer coefficient of solute in the tube is B
C
].s/m[kMT
a) Determine the concentration of salt at the inner wall of the membrane as a
function of , assuming that BW
C
MTB k and N ,C P
N
is zero.
b) Determine the concentration of salt at the inner wall of the membrane as a
function of when BW
C
MTPB k and ,N ,N ,C P
N
is not zero.
pf3

Partial preview of the text

Download Separation Processes quiz - Spring 2005 and more Exams Chemical Separation Processes in PDF only on Docsity!

Spring 2005 EXAM 2 April 13, 2005

  1. (50 points) In the reverse osmosis systems we considered in class and for homework (Problem Set 3), we assumed that some salt or solute leaked through the membrane so that the permeate had a low salt concentration The flow of water and salt through the membrane can be modeled as two transport processes in parallel. Pure water permeates through the membrane wall by reverse osmosis and very small amounts of salt water pass through tiny pores or imperfections in the membrane by bulk flow. The salt concentration, C

C P.

P, is a result of both the osmotic flow of pure water and the bulk flow of salt water through pores. At any location along the length of the membrane tubes these two fluxes N ′′andN′P′ are:

2 m^ (^0 os

3 K P-P m s

N m = −∆Π ⎥ ⎦

′′ (^) ) (1)

for pure water through the walls by reverse osmosis and

2 P^ (^0

3 P (^) ms K P-P N m = ⎥ ⎦

′′ (^) ) (2)

for bulk flow of salt water through the pores where N ′′^ >>N′P′. In these equations, P is the pressure inside the tube, Po is the pressure outside the tube,∆Π (^) os is the osmotic pressure, and K (^) mand are experimentally-determined coefficients. The osmotic pressure can be related to concentration by

K p

∆Π (^) os =k (^) os ( CBW−CP) (3)

where is the solute concentration at the inner wall of the tube, is the concentration of solute in the permeate and is the osmotic coefficient.

C BW CP

k os

The concentration of solute in the well-mixed bulk of the liquid within the tube is and the mass transfer coefficient of solute in the tube is

C B

k (^) MT[m/s ].

a) Determine the concentration of salt at the inner wall of the membrane as a function of , assuming that

C BW

C (^) B , N′′ andk MT NP ′′ is zero.

b) Determine the concentration of salt at the inner wall of the membrane as a function of when

CBW

CB , N′′^ , N′P′,andk MT N ′P′^ is not zero.

c) Find an expression for the salt concentration at the wall CBWas a function of K (^) m,KP,kMT, kos,CB, CP,P,and P 0.

d) Express the well-mixed salt concentration in the permeate in terms of only.

C P

N ′′, N′P′ and CBW

e) Using your expression from part (d) and the definitions of N ′′^ andNP′′,show whether increases, decreases, or remains constant as the pressure inside the tubular membrane increases. You may assume that >>

C P

C BW C P.

  1. (50 points) A column packed with one inch rings is used to strip solute A from water using air. The water enters the top of the column with a mole fraction of solute A equal to 0.01 and it is desired that the water leaving the bottom of the column have a mole fraction of A of 0.001. The air entering the column is free of solute A.

The water enters the column at a rate per unit cross-sectional area of 5,000 lb/hr-ft^2. The column operates at one atmosphere and 30°C. At equilibrium the solute A follows Henry’s law

y = 10 x (1)

where y is the mole fraction of solute A in air and x is the mole fraction of A in water. The rate of mass transfer of A is controlled by the liquid side resistance so that the overall liquid- phase coefficient K (^) X a is equal to the liquid-side coefficientk (^) La.

a) What is the minimum flow rate of air if the concentrations of A in the inlet and outlet streams are stated as above? Express your answer in lb-mole/hr-ft^2.

b) What is the mole fraction of A in the exiting air stream if the flow rate of the air stream is twice the minimum and the inlet and outlet concentrations of A are as stated above?

c) Calculate the number of overall liquid phase transfer units (see Note) if the flow rate of the air stream is twice the minimum and the concentrations of A in the inlet and outlet streams of water are as given above.

N 0 L

d) If the column is 25 feet tall, what is the value of (^) ⎥ ⎦

hrft∆x

k a lbmoles L 3?

Following an electrical power disruption at the plant, the mole fraction of A in the exiting water stream is 0.0012. A check of flow rates of air and water entering the column and the concentration of A in the incoming water show no change. An engineer suspects that an old valve in a pipe half way up the column may have been partially opened by the power failure,