an approximate analytical solution for the performance of reverse osmosis plants al-mutaz
TRANSCRIPT
Desaknation, 75 (1989) 15-24 Elsevier Science Publishers B.V., Amsterdam - Printed in The Netherlands
15
AN APPROXIMATE ANALTYICAL SOLUTION FOR THE PERFORMANCE OF REVERSE OSMOSIS PLANTS
A.E.S. Al-Zahrani, M.A. Soliman and I.S. Al-Mutaz
Chemical Engineering Department, King Saud University, P.O.Box 800, Riyadh 11421, Saudi Arabia.
ABSTRACT
Recent developments in membrane technology and appropriate construction
material made reverse osmosis plant attractive for large desalting capacity.
Reserve osmosis showed a growing demand specially in sea water desalting. It
can be considered the optimum process in areas where sufficient electric power
is available at low cost. Due to these reasons, mathematical modeling of
reverse osmosis plants became an important task in the design procedure.
In this paper, the partial differential equations representing the material
and momentum balances inside a hollow fine fiber reverse osmosis model are
discretized by the method of orthogonal collocation. The approximate analyti-
cal solution is obtained by applying the one point collocation method in the
radial and axial direction. This leads to simple expressions for the recovery
and product concentration.
The obtained expressions are compared by the more exact results obtained by
using higher order collocation method. The applicability of these results to
the design and operation of reserve osmosis plants will be disucssed.
PREVIOUS WORK
Dandavati et al(I) presented a model that assumes plug flow of the liquid
in the the shell side in the radial direction. Experiments carried out by
Soltanieh and Gill(2) suggested that the flow could be of the complete mixing
type. The issue is settled by recent experiments of Gill et al who studied the
dynamics of flow in radial flow hollow fiber membranes(2~31. Their study indi-
cate with no doubt that the flow is mixed to a large extent. Since most of the
previous analysis was based on Dandavatiet al work, we give special emphasis in
this work on the effect of the mixing on the steady state behaviour of hollow
fiber membranes and present approximate expressions for the recovery and pro-
duct salt concentration.
oull-9164/89/$03.50 0 Elsevier Science Publishers B.V.
16
THE MODEL
The describing dimensionless equations for partial mixing in radial flow in
hollow fiber membranes are given by(1,3)
-TR$-)- --$- - Pe NV + (C, - Cl) 4 (1 + (R. - 1)r) = 0 (1)
(1 + (R. - 1)r) d c1
Pe(R, - 1) r=N (2)
(R; - 1)
d((l + ((R. - 1)r)V)) __---_
dr = (1 + (R 0
- l)r)n (3)
d p1 $7 --aF--=-@4V (4)
1 VW = / VW dZ
0
d2 P -a$- = - $2 +3 VW
(6)
(7)
P3E = Patm - $2 $3 Ls 8, (8)
VW = (Pl - P3 - V(Cl - C3)) (9)
c3 vw = 0 (Cl - C3) (10)
with the boundary conditions
N =Cl-1 at r=O (11)
N =0 at r=l (12)
Vl = 1 at r=O (13)
p3 = P3E at 2 =l
where
Pl = Plf at r=O
dP3 = 0
dZ at z=o
r R=&
i: ; Rod!-
i r i
5 ; cl=- Clf c3
Cf ; Clf Cf = ~ ; c3= -
Cf
"f 'i 4 ri Pe=---l)---; q=F
V * = -A(plf - pat”,); W
PI = p1 plf
; Plf = plf - patm ; p3 = plf p3
Plf - Patm - Patm
P P _> =
atm arm
Plf - Patm
61 = 2(1-c) VW* Fi
?lL r
0 "f ; $=+- ___ VW*
ri "f
2 "f -
@3= 2 8ULVf
kop( so +, F 'i
; bq= F
ri 'plf - Patm) p1 - Patm
17
(14)
(15)
(16)
"1 ; vl=T f
nf -k
= Plf - Patm ; =-x
“W
18
APPROXIMATE ANALYSIS
The method of collocation is used to find approximate expressions for the
recovery and product salt concentration.
Assuming a quadratic profile for P3, applying the collocation method at the
collocation point Z = (I/ 6) for equation (7) and using equations (6) and (8)
lead to the following expression:
Vw = HP1 - Patm - Y R C1)
where:
% $3 B=
(l---l-+
(1 - 0.4 9* e3
R = salt rejection
C3,1, C1,i are the
points.
$2 $3
(18)
- Qi* 93 Ls (1 - --f5-H
= 1 _ C3,1
Cl,1
(assumed constant)
product and brine salt concentrations at the collocation
ied at r = l/2. In the radial direction, The collocation method will be appl
Quadratic profiles will be assumed for N, ((1 + (R, - 11r)y) such that:
N= (’ + (R. - l)r112 - RE
R. + 1 ( 2 12-R;
Nl
((1 + (Ro-l)r))Vl = 2 4 l+R,
(Ro+2Ro-3) (b-1 ((l+(Ro-l)r)2-l))V,l
ltRo 2 - ((1 + (Ro-llrl*) - (-2-----) 11
(171
(19)
(20)
19
The following expressions resalt
N1 =
R. + 1 - Cl,1 R 01'-7j----'
( -4(Ro + 1)
(1+2Ro-3R;) ) + Pe vlyl
2 __
'l,i = 1 + Ni = l-
2(R, + 1) Cl,1 R 9
4(Ro+l)
( (R. _ 1) + PI? ” l,j1+3R A)
2 $(R; + ZR, - 3)
"1,l = (R. + 1) (' + 8 )
Ni = 4(1 + Ro)
(1+3Ro) N1
Assuming quadratic profiles for Cl, Pl such that:
Cl = + ((r - l/il)(r - -+-I Cl i - (r)(r-2) Cl 1) , ,
Satisfying dC1
F I r=l = 0
p1 = Plf - @4(Ro-l)r + (4P1,l - 4Plf + 4 $4(Ro-l))r 2
(21)
(22)
(23)
(24)
(25)
(26)
dP1 Satisfying F I r=o
= - a4(Ro - 1)
20
Substituting equation (25) into equation (2) at r = 1/2, we obtain:
Cl,1 = ‘1.i + -+- Pe :i” i :; Nl
0
Substituting equation (26) into equation (4), we obtain:
p1,1 = b4 (Ro - 1)
Plf - _b @4 (R. - 1) - -4 '$1
Therefore:
Cl = Cl i + 2r(2 - r)Pe (R. - 1)
I IRo + l) Y
p1 = Qf - @4(Ro - 1)r + (04(Ro - I)(1 - Vl l))r2 ,
= Plf + @4(Ro - l)((l - v 1 1))” -1))r ,
From equations (27, 21, 23, 24), we obtain:
Cl,1 3
= cl,i + 2 Pe(Ro - 1)
(R. + 1) Nl
(27)
(28)
(29)
(30)
(31)
Therefore:
c1,1 1 =
(Ro-1)
0)
R 01 (Ro+l)
2 1+ - +
( 0’
( 1+2Ro _ 3Rz) + Pe “Ll
21
(32)
This is a single non-linear equation which can be solved for Cl,l.
However, an approximate value for Cl,1 can be obtained if we evaluate q and R
at complete mixing conditions. Now, we can obtain an expression for that exit
brine concentration CI,~:
Cl,0 = 4/3(Cl,l - l/4 Cl,i)
= 1 + ( 4(Ro + 11 + 2Pe (Ro - 1’ ,A
(1 + 3Ro) (R. + 1)
l=i 0, (R. + 1’
2
-4(1+Ro) Ro+l 4( l+Ro) ( (33)
(l+2Ro _ 3Ri) + Pe “1.1 + Ii VT--)((liRo) + 3Pe .-&-)
From equation (33), the following expression results for Pe:
Pe =
4(Cl,o)(& + Cl,o(R 01 0) (l+Ro)
(-(Cl,o-l)“l,l-(-&o+ +)R $(R,-1)) (1+3Ro) (34)
22
Productivity = A = 1 - R. VI o ,
=I_ 4 (1+Ro12 (3Rz-2Ro-1)
R;+2Ro-3 +F---- vl,l --4-)
(1+Ro12
=1--g+ 2
3R,+l
Yl,l - -7-l (351
1
0 I C3(l + (R. - 1)r1) q dr
cp = product concentration = 1
/ (1 + (R. - 1)r)) q dr 0
(36)
This is an exact relation which can be used to determine f3 (hence K)
experimentally. Also it can be used to determine A if needed. Having obtained
cp, a better value for could be obtained from:
* = Cl,0 - 1
Cl,0 - cp
The complete mixing model equations are given by:
1 = (1 -A) CR +ACp
v, Cp = o (CR - Cp)
VW = 6 (1 -y (CR - Cp))
A =_ (R; - 1) 41 VW
2 0
RESULTS
The method of orthogonal collocation with 3 points in the axial direction
and 3 points in the radial direction was used to obtained the exact numerical
(37)
(38)
(39)
(40)
23
solution. The approximate solution compares favourably with the exact solu-
tion. The present model was used to obtain the best values for peclet number
which fits the data of Oandavati et al.
Oandavati et al Data
Y AP Range of productivity Range of product
concentration
0.09 400 0.35-0.852 0.0250-0.07484
0.15 300 0.38-0.834 0.030-0.087500
0.15 400 0.39-0.840 0.030-0.096600
0.2425 300 0.31-0.734 0.033-0.103300
0.2425 400 0.38-0.748 0.035-0.108200
0.3 400 0.36-0.680 0.042-0.114300
0.4 400 0.24-0.568 0.0475-0.10000
Present Model Data
Y AP PE Range of productivity Range of product
Concentration
0.09 400 15 0.322-0.8070 0.02533-0.0723
0.15 300 100 0.400-0.8674 0.03770-0.1170
0.15 400 15 0.360-0.8000 0.02860-0.1000
0.2425 300 100 0.317-0.7850 0.04020-0.1150
0.2425 400 15 0.388-0.7560 0.03460-0.1180
0.3 400 3 0.356-0.6750 0.04150-0.1144
0.4 400 5 0.240-0.5700 0.04030-0.0997
24
DISCUSSION
The approximate analysis presented in the previous section can be made use
of in many ways. If we would like to determine the parameters k, A, equation
(36) can be used for this purpose by finding the slope and the intercept of the
line plotted between C, and (AP/Fp) (where Fp is the product flow rate) in the
same way as carried out by Dandavati et al. They obtained equation (34) using
many assumptions including low concentrations and plug flow conditions. The
present work indicate that equation (34) is more general than believed pre-
viously. The parameter A can be determined independently by pure water experi-
ments. In this case equations (17 and 18) become
b2 $3
VW = (l----i+
(1 - 0.4 b2 @3 - $2 a3 L&l - $2 93
--K-”
This is a quadratic equation in $2 which can be used to determine $2 and
hence A. This is simpler expression than that used by Dandavati et al which
include hyperbolic functions. The Peclet number Pe is determined from equation
(34). Another way of using the results of the present analysis is in predicting
the performance of R.O. plants if the parameters A, k, Pe are known. In this
case equation (32) is used to determine Cl,l, equation (33) for CI,~, equation
(36) for cp, equation (22) for V1,1, equation (20) for VI,~. equation (35)
A, and equation (30) for PI,~. For design purposes, we have to assume
membrane dimensions and iterate on them until the required specifications
obtained.
for
the
are
REFERENCES
1. M. Dandavati, M.R. Doshi and W.N. Gill, *Hollow Fiber Reverse Osmosis:
Experiments and analysis of Radial Flow Systems'; Chem. Eng. Sci. (1975) 877.
2. M. Soltanieh and W.N. Gill, 'An Experimental Study of the Complete Mixing
Model for Radial Flow Hollow Fiber Reverse Osmosis System;, Desalination,
49 (1984) 57-88. -
3. W.N. Gill, M.R. Matsumoto, A.L. Gill and Y.T. Lee,'Flow Patterns in Radia
Flow Hollow Fiber Reverse Osmosis’: Desalination 68 (1988) 11-28. -