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ISSN (e): 2250 – 3005 || Vol, 04 || Issue, 4 || April – 2014 ||
International Journal of Computational Engineering Research (IJCER)
www.ijceronline.com Open Access Journal Page 1
Effect of First Order Chemical Reaction on Free Convection in a
Vertical Double Passage Channel for Conducting Fluid
J. Prathap Kumar1
, J.C. Umavathi2
, Deena Sunil Sharanappa3
1, 2, 3
Department of Mathematics, Gulbarga University, Gulbarga-585 106, Karnataka, India
I. INTRODUCTION
The study of heat and mass transfer for an electrically conducting fluid under the influence of
transverse magnetic field has attracted researchers in the recent past due to its relevance in many engineering
problems such as MHD generators, heat exchangers, thermal processing, gas-cooled nuclear reactors and others.
In the absence of magnetic field, references [1-3] will give some ideas about fluid flow and thermal
characteristics inside a vertical channel with symmetric or asymmetric thermal boundary conditions. For an
infinite vertical plate, Raptis and Kafoussias [4] studied the flow and heat transfer characteristics in the presence
of magnetic field. Later Raptis [5] extended the vertical plate problem to a vertical channel problem in the
presence of magnetic field. Malashetty et al. [6, 7, 8], Umavathi et al. [9], and Prathap Kumar et al., [10] studied
mixed convection in a vertical channel for one and two fluid models. Umavathi et al. [11] analyzed magneto
hydrodynamic free convection flow in a vertical rectangular duct for laminar, fully developed regime taking into
consideration the effect of Ohmic heating and viscous dissipation. Umavathi and Sridhar [12] studied the
Hartmann two-fluid Poiseuille-Couette flow in an inclined channel. Shah and London [13] have summarized the
laminar forced convection heat transfer results for various channel cross sections, which were reported in the
literature until 1970.
In particular process involving the mass transfer effects has been considered to be important precisely in chemical
engineering equipments. The other applications include solidification of binary alloys and crystal growth dispersion of
dissolved materials or particulate water in flows, drying and dehydration operations in chemical and food processing plants,
evaporation at the surface of water body. The order of the chemical reaction depends on several factors. One of the simplest
chemical reactions is the first order reaction in which rate of reaction is directly proportional to the species concentration.
Das et al. [14] have studied the effect of mass transfer on the flow started impulsively past an infinite vertical plate in the
presence of wall heat flux and chemical reaction. Muthucumaraswamy and Ganeshan [15, 16] have studied the impulsive
motion of a vertical plate with heat flux/mass flux/suction and diffusion of chemically reactive species. Seddeek [17] has
studied the finite element method for the effect of chemical reaction, variable viscosity, thermophoresis, and heat
generation/absorption on a boundary layer hydro magnetic flow with heat and mass transfer over a heat surface. Kandasamy
et al. [18, 19] have examined the effects of chemical reaction, heat and mass transfer with or without MHD flow with heat
source/suction. The rate of heat transfer in a vertical channel could be enhanced by using special inserts. These inserts can be
specially designed to increase the included angle between the velocity vector and the temperature gradient vector, rather than
to promote turbulence. This increases the rate of heat transfer without a considerable drop in the pressure by Guo et al. [20].
A plane baffle may be used as an insert to enhance the rate of heat transfer in the channel. To avoid a considerable increase
in the transverse thermal resistance into the channel, a thin and perfectly conductive baffle is used. The effect of such baffle
on the laminar fully developed combined convection in a vertical channel with different uniform wall temperatures has been
studied analytically by Salah El-Din [21]. Their study showed that for mixed convection the heat transfer between the walls
and fluid can be significantly enhanced according to the baffle position and higher values of Nusselt number can be obtained
when the baffle become as near the wall as possible.
ABSTRACT:
This paper reports investigation on laminar free convection in a vertical double passage channel for
electrically conducting fluid in the presence of first order chemical reaction. The channel is divided into
two passages by inserting a thin plane conducting baffle. After placing the baffle one of the passage is
concentrated. An analytical solution has been developed for the coupled nonlinear ordinary differential
equations using regular perturbation method. The results show that the thermal and mass Grashof
number and Brinkman number enhances the flow where as Hartmann number and first order chemical
reaction parameter suppresses the flow at all the baffle positions in both the streams.
Keywords: Baffle, conducting fluid, first order chemical reaction, free convection, perturbation
method.
Effect of First Order Chemical Reaction on Free Convection in…
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Keeping in view the applications of chemical reaction and the increase of rate of heat transfer by
introducing a baffle, motivated to investigate the effect of first order chemical reaction for electrically
conducting fluid in a vertical channel. After inserting the baffle the fluid in stream-I is concentrated.
II. MATHEMATICAL FORMULATION
Consider a steady, two-dimensional laminar fully developed free convection flow in an open ended
vertical channel filled with purely viscous conducting fluid. The X-axis is taken vertically upward, and parallel
to the direction of buoyancy, and the Y-axis is normal to it as seen in Fig. 1. The channel walls are maintained at
a constant temperature and the fluid properties are assumed to be constant. The channel is divided into two
passages by means of thin, perfectly conducting plane baffle and each stream will have its own pressure gradient
and hence the velocity will be individual in each stream.
Figure1. Physical configuration.
The governing equations for velocity, temperature and concentrations are
Stream-I
   
2
21
1 2 2 12
0T C W e o
d UdP
g T Tw g C C B U
dX dY
            (1)
22
2 21 1
12
0e
o
d T dU
B U
k dY kdY
  
   
 
(2)
2
2
0
d C
D KC
dY
  (3)
Stream-II
 
2
22
2 2 22
0T e o
d UdP
g T Tw B U
dX dY
        (4)
22
2 22 2
22
0e
o
d T dU
B U
k dY kdY
  
   
 
(5)
Subject to the boundary and interface conditions on velocity, temperature and concentration as
1 0U  , 11 WT T , 1WC C at Y h 
2 0U  , 22 WT T at Y h
1 0U  , 2 0U  , 1 2T T , 1 2dT dT
dY dY
 , 2WC C at *
Y h (6)
Stream-I Stream-II
X
Y
Y h  Y h
g
Effect of First Order Chemical Reaction on Free Convection in…
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Introducing the following non-dimensional variables,
1
i
i
U
u
U
 , 2
1 2
i W
i
W W
T T
T T




,
3
2
Tg Th
Gr



 ,
3
2
Cg Ch
Gc



 , 2
1 2
W
W W
C C
C C




, 1
Re
U h

 ,
2
1U
Br
k T



,
*
*
y
Y
h

2
1
dph
p
dXU
 , 2 1W WT T T   , 2 1W WC C C   ,
y
Y
h
 ,
2 2
2 0e B h
M


 . (7)
One obtains the non-dimensional momentum, energy and concentration equations corresponding to
stream-I and stream-II as
Stream-I
2
21
1 12
0T C
d u
GR GR p M u
dy
      (8)
22
2 21 1
12
0
d du
Br M u
dydy
   
       
(9)
2
2
2
0
d
dy

   (10)
Stream-II
2
22
2 22
0T
d u
GR p M u
dy
    (11)
22
2 22 2
22
0
d du
Br M u
dydy
   
       
(12)
Subject to the boundary conditions,
1 0u  , 1 1  , 1  , at 1y  
2 0u  , 2 0  , at 1y 
1 0u  , 2 0u  , 1 2  , 1 2d d
dy dy
 
 , n  , at *y y , (13)
where
Re
T
Gr
GR  ,
Re
C
Gc
GR  ,
2
,
kh
D
  2 2
1 2
W
W
C C
n
C C



.
III. SOLUTIONS
Solution of equation (10) can be obtained directly using boundary condition (13) and is given by
   1 2B Cosh y B Sinh y    (14)
Equations (8), (9), (11) and (12) are coupled non-linear differential equations. Approximate solutions
can be found by using the regular perturbation method. The perturbation parameter Br is usually small and
hence regular perturbation method can be strongly justified. Adopting this technique, solutions for velocity,
temperature and concentration are assumed in the form
       2
0 1 2 ...i i i iu y u y Br u y Br u y    (15)
       2
0 1 2 ...i i i iy y Br y Br y       (16)
Substituting equations (15) and (16) in equations (8), (9), (11) and (12) and equating the coefficients of
like power of Br to zero and one, we obtain the zero and first order equations as
Effect of First Order Chemical Reaction on Free Convection in…
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Stream-I
Zeroth order equations
2
210
10 102
0T C
d u
GR GR p M u
dy
      (17)
2
10
2
0
d
dy

 (18)
First order equations
2
211
11 112
0T
d u
GR M u
dy
   (19)
22
2 21011
102
0
dud
M u
dydy
   
       
(20)
Stream-II
Zeroth order equations
2
220
20 202
0T
d u
GR p M u
dy
    (21)
2
20
2
0
d
dy

 (22)
First order equations
2
221
21 212
0T
d u
GR p M u
dy
    (23)
22
2 22021
202
0
dud
M u
dydy
   
       
(24)
The corresponding boundary conditions reduces to
Zeroth-order
10 0u  , 10 1  , 1  , at 1y  
20 0u  , 20 0  , at 1y 
10 0u  , 20 0u  , 10 20  , 10 20d d
dy dy
 
 , n  , at *y y (25)
First order
11 0u  , 11 0  at 1y  
21 0u  , 21 0  at 1y 
11 0u  , 21 0u  , 11 21  , 11 21d d
dy dy
 
 at *y y (26)
The solutions of zeroth and first order equations (17) to (24) using the boundary conditions as in
equations (25) and (26) are
Zeroth order
Stream-I
10 1 2z y z  
(27)
10 1 2 1 2 3 4( ) ( ) ( ) ( )u ACosh My A Sinh My r r y r Cosh y r Sinh y      
(28)
Stream-II
20 3 4z y z   (29)
20 3 4 5 6( ) ( )u A Cosh My A Sinh My r r y   
(30)
Effect of First Order Chemical Reaction on Free Convection in…
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First order
Stream-I
   
2 3 4
11 2 1 1 2 3 4 5 6 7
8 9 10 11 12 13
14 15 16 17 18
( ) ( ) (2 ) (2 )
(2 ) (2 ) ( ) ( ) ( ) ( )
( ) ( )
E E y q y q y q y q Cosh y q Sinh y q Cosh y q Sinh y
q Cosh My q Sinh My q Cosh My q Sinh My q yCosh My q ySinh My
q yCosh y q ySinh y q Cosh M y q Cosh M y q S
    
   
        
     
        
 19
inh M y
q Sinh M y



 
(31)
   
2 3 4
11 5 6 1 2 3 4 5 6 7
8 9 10 11 12 13
14 15 16 17 18
( ) ( ) ( ) ( )
(2 ) (2 ) (2 ) (2 ) ( ) ( )
cosh( ) ( )
u E Cosh My E Sinh My H H y H y H y H y H Cosh y H Sinh y
H Cosh y H Sinh y H Cosh My H Sinh My H yCosh My H ySinh My
H y y H ySinh y H Cosh M y H Cosh M y H S
 
 
   
        
     
        
  2 2
19 20 21( ) ( )
inh M y
H Sinh M y H y Cosh My H y Sinh My



   
(32)
Stream-II
2 3 4
21 4 3 1 2 3 4 5 6 7
8 9
(2 ) (2 ) ( ) ( )
( ) ( )
E E y F y F y F y F Cosh My F Sinh My F Cosh My F Sinh My
F yCosh My F ySinh My
         
  (33)
2 3 4
21 7 8 22 23 24 25 26 27 28
2 2
29 30 31 32
( ) sinh( ) (2 ) (2 )
( ) ( ) ( ) ( )
u E Cosh My E My H H y H y H y H y H Cosh My H Sinh My
H yCosh My H ySinh My H y Cosh My H y Sinh My
        
    (34)
The constants appeared in the above equations are presented in the Appendix.
IV. RESULTS AND DISCUSSIONS
The problem of free convective heat and mass transfer in a vertical double passage channel filled with
electrically conducting fluid is investigated. The analytical solutions are found using regular perturbation
method considering Brinkman number as the perturbation parameter. The effects of governing parameters such
as Hartmann number, thermal Grashof number, mass Grashof number, Brinkman number and first order
chemical reaction parameter on the velocity, temperature and concentration are shown graphically.
The effect of Hartmann number on the flow is shown in Figs. 2a,b,c and 3a,b,c. As the Hartmann
number increases, the velocity and temperature decreases in both the streams at all the baffle positions. As the
Hartmann number increases the fluid decreases which is the classical Hartmann result. When the baffle is near
the hot wall the maximum velocity is in stream-II, when the baffle is near the cold wall the maximum velocity is
seen in stream-I and when the baffle is in the center of the channel the maximum velocity is seen in stream-I.
The effect of thermal Grashof number on the velocity and temperature field is shown in Figs. 4a,b,c
and 5a,b,c at all three different baffle positions. As the thermal Grashof number increases, the velocity and
temperature increases in both the streams at all the baffle positions. This is an expected result because increase
in thermal Grashof number results in increase of bouncy force and hence increases the flow in both the streams
at all the baffle positions.
The effect of mass Grashof number on the velocity and temperature field is shown in Figs. 6a,b,c and
7a,b,c respectively. As the mass Grashof number increases the flow is enhanced in both the streams at all the
baffle positions. The enhancement on velocity is significant in stream-I when compared to stream-II .This is due
to the fact that the fluid is concentrated only in stream-I. Though the fluid is not concentrated in stream-II still
its effect is observed in stream-II when the baffle position is in the center of the channel, this is due to the reason
that we have considered the baffle to be conducting. That is say that, there is heat transfer from stream-I to
stream-II but there is no mass transfer from stream-I to stream-II. Due to transfer of heat from stream-I to
stream-II results in increase of both thermal buoyancy force and concentration buoyancy force and hence
velocity increase in stream-II slightly as mass Grashof number increases as seen in Fig. 6. As mass Grashof
number increases the temperature increases significantly in stream-I when the baffle position is at the center of
the cold wall. There is no much variation on the temperature field when the baffle position is near the hot wall.
The effect of Brinkman number is shown in Figs. 8a,b,c and 9a,b,c on the velocity and temperature
fields respectively. As the Brinkman number increase both the velocity and temperature increases in both the
streams at all the baffle positions. This is due to the fact that increase in Brinkman number increases the viscous
dissipation and hence the flow is enhanced.
Effect of First Order Chemical Reaction on Free Convection in…
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The effect of first order chemical reaction parameter on the velocity, temperature and concentration
fields are displayed in Figs. 10a,b,c, 11a,b,c and 12a,b,c respectively. As  increases the velocity, temperature
and concentration decreases in stream-I, and remains constant in stream-II. The similar result was also obtained
by Srinivas and Muturajan [22] for mixed convective flow in a vertical channel. This is due to the fact that the
fluid in stream-I is concentrated. The maximum value of velocity and temperature is seen in stream-II for the
baffle position at * 0.8y   and in stream-I for the baffle position at * 0y  and 0.8.
V. CONCLUSIONS
The effect of first order chemical reaction in a vertical double passage channel filled with electrically
conducting fluid by inserting a thin baffle is investigated. The following conclusions were drawn:
.
1. Increasing the values of Hartmann number reduces the flow field where as increase in the thermal
Grashof number and mass Grashof number enhance the flow in both the streams at different baffle
positions.
2. Increase in the perturbation parameter (Brinkman number) enhances the velocity and temperature in
both the streams.
3. Increase in the chemical reaction parameter suppresses the velocity, temperature and concentration in
stream-I and remains invariant in stream-II.
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summary of analytical solutions. Stanford University, Stanford, California, USA, Tech. Rep.vol. 75, 1971.
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plate with constant heat flux and chemical reaction. Forsch Ingenieurwes, 60:284-287, 1994.
[15] R. Muthucumaraswamy and P. Ganesan. On impulsive motion of a vertical plate with heat flux and diffusion of chemically
reactive species. Forsch Ingenieurwes, 66:17-23, 2000.
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[17] M.A. Seddek. Finite element method for the effects of chemical reaction, variable viscosity, thermophoresis and heat
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Effect of First Order Chemical Reaction on Free Convection in…
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NOMENCLATURE
0B magnetic field
Br Brinkman number
1C concentration in Stream-I
0C reference concentration
pC specific heat at constant pressure
pc dimensionless specific heat at constant pressure
D diffusion coefficients
0E applied electric field
E electric field load parameter
h channel width
*
h width of passage
g acceleration due to gravity
Gr Grashoff number
Gr Grashoff number
cG modified Grashoff Number
,T CGR GR dimensionless parameters
k thermal conductivity of fluid
M Hartmann number
p nondimensional pressure gradient
Re Reynolds number
1 2,T T dimensional temperature distributions
1 2
,w wT T temperatures of the boundaries
1U reference velocity
1 2,u u nondimensional velocities in Stream-I, Stream-II
1 2,U U dimensional velocity distributions
*
y baffle position
GREEK SYMBOLS
 chemical reaction parameters
T coefficients of thermal expansion
C coefficients of concentration expansion
e electrical conductivity
,T C  difference in temperatures & concentration
i non-dimensional temperature
 kinematics viscosity
 non-dimensional concentrations
 density
 viscosity
SUBSCRIPTS
i refer quantities for the fluids in Stream-I and Stream-II, respectively.
VI. ACKNOWLEDGEMENTS
The authors greatly acknowledge the funding support from the Major Research project supported by University
Grants Commission India (Grant No. 41-774/2012 (SR)).
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-1.0 -0.5 0.0 0.5 1.0
0.0
0.1
0.2
0.3
0.4
0.5
-1.0 -0.5 0.0 0.5 1.0
0.0
0.2
0.4
0.6
-1.0 -0.5 0.0 0.5 1.0
0.0
0.2
0.4
0.6
0.8
(a)
8
10
6
M=4
u
y
(b)
Br=0.1
GRT
=5
GRc
=5
n=1
p=-5

8
6
10
M=4
u
y
0.80 0.85 0.90 0.95 1.00
Stream-II M=46
8
10
Figure2.Velocity profiles for differnt values of Hartmann number M
(a) y*=-0.8 (b) y*=0 (c) y*=0.8
(c)
8
6
10
M=4
u
y
-1.0 -0.5 0.0 0.5 1.0
0.0
0.2
0.4
0.6
0.8
1.0
-1.0 -0.5 0.0 0.5 1.0
0.0
0.2
0.4
0.6
0.8
1.0
-1.0 -0.5 0.0 0.5 1.0
0.0
0.2
0.4
0.6
0.8
1.0
M=4, 6, 8, 10
(a)
GRc
=5
GRT
=5

p=-5
n=1
Br=0.1

y
M=4, 6, 8, 10
(b)

y
M=4, 6, 8, 10
Figure3.Temperature profiles for differnt values of Hartmann number M
(a) y*=-0.8 (b) y*=0 (c) y*=0.8
(c)

y
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-1.0 -0.5 0.0 0.5 1.0
0.0
0.2
0.4
0.6
0.8
1.0
1.2
-1.0 -0.5 0.0 0.5 1.0
0.0
0.2
0.4
0.6
0.8
1.0
1.2
1.4
-1.0 -0.5 0.0 0.5 1.0
0.0
0.2
0.4
0.6
0.8
1.0
1.2
1.4
1.6
1.8
(a)
GRc
=5
Br=0.1
p=-5
n=1
M=4

15
10
5
GRT
=1
u
y
(b)
15
10
5
GRT
=1
u
y
0.80 0.85 0.90 0.95 1.00
Stream-II15
10
5
1
Figure4. Velocity profiles for different values of thermal Grashoff number GRT
at (a) y*=-0.8 (b) y*=0.0 (c) y*=0.8
(c)
15
10
5
GRT
=1
u
y
-1.0 -0.5 0.0 0.5 1.0
0.0
0.2
0.4
0.6
0.8
1.0
1.2
-1.0 -0.5 0.0 0.5 1.0
0.0
0.2
0.4
0.6
0.8
1.0
1.2
-1.0 -0.5 0.0 0.5 1.0
0.0
0.2
0.4
0.6
0.8
1.0
1.2
1.4
15
10
5
GRT
=1
(a)

y
15
10
5
GRT
=1
(b)
GRc
=5
Br=0.1

p= -5
n=1
M=4

y
Figure5.Temperature profiles for different values of thermal Grashof
number GRT
at (a) y*=-0.8 (b) y*=0 (c) y*=0.8
15
10
5
GRT
=1
(c)

y
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-1.0 -0.5 0.0 0.5 1.0
0.0
0.2
0.4
0.6
-1.0 -0.5 0.0 0.5 1.0
0.0
0.2
0.4
0.6
0.8
1.0
1.2
-1.0 -0.5 0.0 0.5 1.0
0.0
0.5
1.0
1.5
(a)
GRc
=1, 5, 10,1 5
u
y
(b)
GRT
=5
Br=0.1
p=-5
n=1
E=0
M=4

15
10
5
GRc
=1
u
y
0.80 0.85 0.90 0.95 1.00
GRC
=1, 5, 10, 15
Stream-II
Figure6.Velocity profiles for different values of concentration
Grashof number GRC
at (a) y*=-0.8 (b) y*=0 (c) y*=0.8
(c)
15
10
5
GRc
=1
u
y
-1.0 -0.5 0.0 0.5 1.0
0.0
0.2
0.4
0.6
0.8
1.0
-1.0 -0.5 0.0 0.5 1.0
0.0
0.2
0.4
0.6
0.8
1.0
1.2
-1.0 -0.5 0.0 0.5 1.0
0.0
0.2
0.4
0.6
0.8
1.0
1.2
1.4
1.6
1.8
GRc
=1, 5,1 0, 15
(a)

y
15
10
5
GRc
=1
(b)
GRT
=5
Br=0.1

p= -5
n=1
M=4

y
Figure7.Temperature profiles for different values of concentration
Grashoff number GRC
at (a) y*=-0.8 (b) y*=0 (c) y*=0.8
15
10
5
GRc
=1
(c)

y
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-1.0 -0.5 0.0 0.5 1.0
0.0
0.2
0.4
0.6
0.8
-1.0 -0.5 0.0 0.5 1.0
0.0
0.2
0.4
0.6
0.8
1.0
-1.0 -0.5 0.0 0.5 1.0
0.0
0.5
1.0
1.5
(a)
GRc
=5
GRT
=5
p=-5
n=1
M=4

1
0.5
0.1
Br=0
u
y
(b)
1
0.5
0.1
Br=0u
y
0.80 0.85 0.90 0.95 1.00
Br=0,0.1,0.5,1
Stream-II
Figure8.Velocity profiles for different values of Brinkman
number Br (a) y*=-0.8 (b) y*=0 (c) y*=0.8
(c)
1
0.5
0.1
Br=0
u
y
-1.0 -0.5 0.0 0.5 1.0
0.0
0.5
1.0
1.5
2.0
-1.0 -0.5 0.0 0.5 1.0
0.0
0.5
1.0
1.5
2.0
2.5
-1.0 -0.5 0.0 0.5 1.0
0
1
2
3
4
1
0.5
0.1
Br=0
(a)
GRc
=5
GRT
=5

p=-5
n=1
M=4

y
1
0.5
0.1
Br=0
(b)

y
Figure9.Temperature profiles for differeent values of Brinkman
number Br (a) y*=-0.8 (b) y*=0 (c) y*=0.8
1
0.5
0.1
Br=0
(c)

y
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-1.0 -0.5 0.0 0.5 1.0
0.0
0.2
0.4
-1.0 -0.5 0.0 0.5 1.0
0.0
0.2
0.4
0.6
-1.0 -0.5 0.0 0.5 1.0
0.0
0.2
0.4
0.6
0.8

(a)
u
y
0.80 0.85 0.90 0.95 1.00
0.1, 0.5, 1, 1.5
Stream-II
(b)
GRc
=5
GRT
=5
Br=0.1
n=1
M=4

u
y
Figure10.Velocity profiles for different values of chemical reaction
parameter  (a) y*=-0.8 (b) y*=0 (c) y*=0.8
(c)
=0.1, 0.5, 1, 1.5
u
y
-1.0 -0.5 0.0 0.5 1.0
0.0
0.2
0.4
0.6
0.8
1.0
-1.0 -0.5 0.0 0.5 1.0
0.0
0.2
0.4
0.6
0.8
1.0
-1.0 -0.5 0.0 0.5 1.0
0.0
0.2
0.4
0.6
0.8
1.0

(a)

y

(b)
GRc
=5
GRT
=5
Br=0.1
p=-5
n=1
M=4

y
Figure11.Temperature profiles for different values of chemical
reaction parameter  (a) y*=-0.8 (b) y*=0 (c) y*=0.8

(c)

y
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-1.00 -0.95 -0.90 -0.85 -0.80
0.988
0.990
0.992
0.994
0.996
0.998
1.000
-1.0 -0.8 -0.6 -0.4 -0.2 0.0
0.76
0.80
0.84
0.88
0.92
0.96
1.00
-0.8 -0.4 0.0 0.4 0.8
0.4
0.5
0.6
0.7
0.8
0.9
1.0
Figure12. Concentration profiles for different values of chemical
reaction parameter  at (a) y*=-0.8 (b)y*=0 (c) y*=0.8
1.5
1
0.5
0.1

y
1.5
1
0.5
0.1
(b)

y
(a)
1.5
1
0.5
0.1
GRc
=5
GRT
=5
Br=0.1
n=1
M=4
(c)

y
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Appendix
*
1 * * *
( ) ( )
( ) ( ) ( ) ( )
Sinh y nSinh
B
Cosh Sinh y Cosh y Sinh y
 
   



,
* *
2 * * *
( ) ( )
( ) ( ) ( ) ( )
nCosh y Cosh y
B
Cosh Sinh y Cosh y Sinh y
 
   



, 1
1
2
z   ,
2
1
2
z  , 3
1
2
z  , 4
1
2
z

 , 2
1 2
TGR C P
r
M

 , 1
2 2
TGR C
r
M
 , 1
3 2 2
CGR B
r
M
 

, 2
4 2 2
CGR B
r
M
 

, 4
5 2
TGR C P
r
M

 ,
3
6 2
TGR C
r
M
 , 1 1 2 3 4cosh( ) sinh( )T r r r r      , *
3 5 6 4 5 6,T r r T r r y      ,
* * *
2 1 2 3 4( cosh( ) sinh( ))T r r y r y r y      ,
*
1 2
1 * *
( ) ( )
( ) ( ) ( ) ( )
T Sinh My T Sinh M
A
Cosh M Sinh My Cosh My Sinh M



,
*
2 1
2 * *
( ) ( )
( ) ( ) ( ) ( )
T Cosh M T Cosh My
A
Cosh M Sinh My Cosh My Sinh M



,
*
3 4
3 * *
( ) ( )
( ) ( ) ( ) ( )
T Sinh My T Sinh M
A
Cosh M Sinh My Cosh My Sinh M



,
3 3
4
( )
( )
T A Cosh M
A
Sinh M

 ,
  2 2 2 2 2 2 2
1 2 3 4
1
2 2
2
M r r r r M
p
   
  , 2
2 1 22p M rr  , 2 2
3 2p M r  ,
 2
4 1 3 2 42 2p M r r r r    , 2
5 1 4 2 32 2p M rr r r   ,
  2 2 2 2
3 4
6
2
r r M
p
 
  ,  2 2
7 3 4 3 4p M r r r r    ,
 2 2 2 2
8 1 2p A M A M   , 2
9 1 22p A A M  ,  2
10 1 1 2 22 2p A M r A Mr   ,  2
11 2 1 1 22 2p A M r A Mr   ,
2
12 1 22p Ar M  , 2
13 2 22p A M r  , 2
14 2 32p M r r  , 2
15 2 42p M r r  ,
 2 2
16 1 3 2 4 2 4 1 3p A r M A Mr A M r A M r      ,  2 2
17 1 3 2 4 2 4 1 3p A M r A M r A M r A M r      ,
 2 2
18 2 3 1 4 1 4 2 3p A r M A Mr A M r A M r      ,  2 2
19 1 4 2 3 2 3 1 4p A M r A M r A M r A M r      , 1
1
2
p
q  ,
2
2
6
p
q  , 3
3
12
p
q  , 4 15
4 3
2p p
q



 , 5 14
5 3
2p p
q



 , 6
6 2
4
p
q

 , 7
7 2
4
p
q

 , 8
8 2
4
p
q
M
 , 9
9 2
4
p
q
M
 ,
10 13
10 3
2p M p
q
M

 , 11 12
11 3
2p M p
q
M

 , 12
12 2
p
q
M
 , 13
13 2
p
q
M
 , 14
14 2
p
q

 , 15
15 2
p
q

 ,
 
16
16 2
p
q
M


,
 
17
17 2
p
q
M


,
 
18
18 2
p
q
M


,
 
19
19 2
p
q
M


,  2 2 2 2
1 5 6R M r M r   , 2
2 5 62R M r r  , 2 2
3 6R M r  ,
2 2 2 2
4 3 4R A M A M   , 2
5 3 42R A A M  ,  2 2
6 3 5 4 62 2R A M r A M r   ,  2 2
7 4 5 3 62 2R A M r A M r   ,
1
1
2
R
F  , 2
2
6
R
F  , 3
3
12
R
F  , 4
4 2
4
R
F
M
 , 5
5 2
4
R
F
M
 , 6 9
6 3
2R M R
F
M

 , 7 8
7 3
2R M R
F
M

 , 8
8 2
R
F
M
 , 9
9 2
R
F
M
 ,
       
1 2 3 4 5 6 7 8 9
5 10 11 12 13 14 15
16 17 18 19
( ) ( ) (2 ) (2 ) (2 ) (2 )
( ) ( ) ( ) ( ) ( ) ( )
q q q q Cosh q Sinh q Cosh q Sinh q Cosh M q Sinh M
T q Cosh M q Sinh M q Cosh M q Sinh M q Cosh q Sinh
q Cosh M q Cosh M q Sinh M q Sinh M
   
 
   
        
        
         
,
 6 1 2 3 4 5 6 7 8 9(2 ) (2 ) ( ) ( ) ( ) ( )T F F F F Cosh M F Sinh M F Cosh M F Sinh M F Cosh M F Sinh M          ,
*2 *3 *4 * * * * * *
7 1 2 3 4 5 6 7 8
* * *2 *3 *4 * * * *
9 1 2 3 4 5 6 7
* *
8 9 10
cosh(2 ) (2 ) ( ) ( ) ( )
( ) ( ( ) ( ) (2 ) (2 )
(2 ) (2 )
T F y F y F y F My F Sinh My F Cosh My F Sinh My F y Cosh My
F y Sinh my q y q y q y q Cosh y q Sinh y q Cosh y q Sinh y
q Cosh My q Sinh My q Cos
   
       
       
  
   
   
* * * * *
11 12 13
* * * *
14 15 16 17
* *
18 19
( ) ( ) ( ) ( )
( ) ( )
)
h My q Sinh My q y Cosh My q ySinh My
q yCosh y q ySinh y q Cosh M y q Cosh M y
q Sinh M y q Sinh M y
   
 
  
     
   
,
* *2 *3 * * * *
8 1 2 3 4 5 6 7
* * * * * * * *2 *3
8 9 1 2 3
* * *
4 5 6 7
2 3 4 2 (2 ) 2 (2 ) ( ) ( )
( ( ) ( )) ( ( ) ( )) (2 3 4
( ) ( ) 2 (2 ) 2
T F y F y F y MF Sinh My MF Cosh My F MSinh My F MCosh My
F y MSinh My Cosh My F y MCosh My Sinh My q y q y q y
q Sinh y q Cosh y q Sinh y q C      
      
      
    * *
8
* * * * * *
9 10 11 12
* * * * * * * *
13 14 15
* *
16
(2 ) 2 (2 )
2 (2 ) ( ) ( ) ( ( ) ( ))
( ( ) ( )) ( ( ) ( )) ( ( )
( )) ( ) ( )
osh y Mq Sinh My
Mq Cosh My q MSinh My q MCosh My q y MSinh My Cosh My
q y MCosh My Sinh My q y Sinh y Cosh y q y Cosh y
Sinh y q M Sinh M y

    
  

    
    
     * *
17 18
*
19
( ) ( ) ( ) ( )
( ) ( ) )
q M Sinh M y q M Cosh M y
q M Cosh M y
   
 
    
  
,
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 *
5 6 7 8 8
1
2
T T T T T y
E
    
 ,
 *
5 6 7 8 8
2
2
T T T T T y
E
   
 ,
 *
5 6 7 8 8
3
2
T T T T T y
E
    
 ,
 *
5 6 7 8 8
4
2
T T T T T y
E
   
 ,
 4 2
2 1 3
1 6
2 24TGR E M q M q
H
M
 
 ,
 2
1 2
2 4
6TGR E M q
H
M

 ,
 2
1 3
3 4
12TGR q M q
H
M

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A04402001015

  • 1. ISSN (e): 2250 – 3005 || Vol, 04 || Issue, 4 || April – 2014 || International Journal of Computational Engineering Research (IJCER) www.ijceronline.com Open Access Journal Page 1 Effect of First Order Chemical Reaction on Free Convection in a Vertical Double Passage Channel for Conducting Fluid J. Prathap Kumar1 , J.C. Umavathi2 , Deena Sunil Sharanappa3 1, 2, 3 Department of Mathematics, Gulbarga University, Gulbarga-585 106, Karnataka, India I. INTRODUCTION The study of heat and mass transfer for an electrically conducting fluid under the influence of transverse magnetic field has attracted researchers in the recent past due to its relevance in many engineering problems such as MHD generators, heat exchangers, thermal processing, gas-cooled nuclear reactors and others. In the absence of magnetic field, references [1-3] will give some ideas about fluid flow and thermal characteristics inside a vertical channel with symmetric or asymmetric thermal boundary conditions. For an infinite vertical plate, Raptis and Kafoussias [4] studied the flow and heat transfer characteristics in the presence of magnetic field. Later Raptis [5] extended the vertical plate problem to a vertical channel problem in the presence of magnetic field. Malashetty et al. [6, 7, 8], Umavathi et al. [9], and Prathap Kumar et al., [10] studied mixed convection in a vertical channel for one and two fluid models. Umavathi et al. [11] analyzed magneto hydrodynamic free convection flow in a vertical rectangular duct for laminar, fully developed regime taking into consideration the effect of Ohmic heating and viscous dissipation. Umavathi and Sridhar [12] studied the Hartmann two-fluid Poiseuille-Couette flow in an inclined channel. Shah and London [13] have summarized the laminar forced convection heat transfer results for various channel cross sections, which were reported in the literature until 1970. In particular process involving the mass transfer effects has been considered to be important precisely in chemical engineering equipments. The other applications include solidification of binary alloys and crystal growth dispersion of dissolved materials or particulate water in flows, drying and dehydration operations in chemical and food processing plants, evaporation at the surface of water body. The order of the chemical reaction depends on several factors. One of the simplest chemical reactions is the first order reaction in which rate of reaction is directly proportional to the species concentration. Das et al. [14] have studied the effect of mass transfer on the flow started impulsively past an infinite vertical plate in the presence of wall heat flux and chemical reaction. Muthucumaraswamy and Ganeshan [15, 16] have studied the impulsive motion of a vertical plate with heat flux/mass flux/suction and diffusion of chemically reactive species. Seddeek [17] has studied the finite element method for the effect of chemical reaction, variable viscosity, thermophoresis, and heat generation/absorption on a boundary layer hydro magnetic flow with heat and mass transfer over a heat surface. Kandasamy et al. [18, 19] have examined the effects of chemical reaction, heat and mass transfer with or without MHD flow with heat source/suction. The rate of heat transfer in a vertical channel could be enhanced by using special inserts. These inserts can be specially designed to increase the included angle between the velocity vector and the temperature gradient vector, rather than to promote turbulence. This increases the rate of heat transfer without a considerable drop in the pressure by Guo et al. [20]. A plane baffle may be used as an insert to enhance the rate of heat transfer in the channel. To avoid a considerable increase in the transverse thermal resistance into the channel, a thin and perfectly conductive baffle is used. The effect of such baffle on the laminar fully developed combined convection in a vertical channel with different uniform wall temperatures has been studied analytically by Salah El-Din [21]. Their study showed that for mixed convection the heat transfer between the walls and fluid can be significantly enhanced according to the baffle position and higher values of Nusselt number can be obtained when the baffle become as near the wall as possible. ABSTRACT: This paper reports investigation on laminar free convection in a vertical double passage channel for electrically conducting fluid in the presence of first order chemical reaction. The channel is divided into two passages by inserting a thin plane conducting baffle. After placing the baffle one of the passage is concentrated. An analytical solution has been developed for the coupled nonlinear ordinary differential equations using regular perturbation method. The results show that the thermal and mass Grashof number and Brinkman number enhances the flow where as Hartmann number and first order chemical reaction parameter suppresses the flow at all the baffle positions in both the streams. Keywords: Baffle, conducting fluid, first order chemical reaction, free convection, perturbation method.
  • 2. Effect of First Order Chemical Reaction on Free Convection in… www.ijceronline.com Open Access Journal Page 2 Keeping in view the applications of chemical reaction and the increase of rate of heat transfer by introducing a baffle, motivated to investigate the effect of first order chemical reaction for electrically conducting fluid in a vertical channel. After inserting the baffle the fluid in stream-I is concentrated. II. MATHEMATICAL FORMULATION Consider a steady, two-dimensional laminar fully developed free convection flow in an open ended vertical channel filled with purely viscous conducting fluid. The X-axis is taken vertically upward, and parallel to the direction of buoyancy, and the Y-axis is normal to it as seen in Fig. 1. The channel walls are maintained at a constant temperature and the fluid properties are assumed to be constant. The channel is divided into two passages by means of thin, perfectly conducting plane baffle and each stream will have its own pressure gradient and hence the velocity will be individual in each stream. Figure1. Physical configuration. The governing equations for velocity, temperature and concentrations are Stream-I     2 21 1 2 2 12 0T C W e o d UdP g T Tw g C C B U dX dY             (1) 22 2 21 1 12 0e o d T dU B U k dY kdY          (2) 2 2 0 d C D KC dY   (3) Stream-II   2 22 2 2 22 0T e o d UdP g T Tw B U dX dY         (4) 22 2 22 2 22 0e o d T dU B U k dY kdY          (5) Subject to the boundary and interface conditions on velocity, temperature and concentration as 1 0U  , 11 WT T , 1WC C at Y h  2 0U  , 22 WT T at Y h 1 0U  , 2 0U  , 1 2T T , 1 2dT dT dY dY  , 2WC C at * Y h (6) Stream-I Stream-II X Y Y h  Y h g
  • 3. Effect of First Order Chemical Reaction on Free Convection in… www.ijceronline.com Open Access Journal Page 3 Introducing the following non-dimensional variables, 1 i i U u U  , 2 1 2 i W i W W T T T T     , 3 2 Tg Th Gr     , 3 2 Cg Ch Gc     , 2 1 2 W W W C C C C     , 1 Re U h   , 2 1U Br k T    , * * y Y h  2 1 dph p dXU  , 2 1W WT T T   , 2 1W WC C C   , y Y h  , 2 2 2 0e B h M    . (7) One obtains the non-dimensional momentum, energy and concentration equations corresponding to stream-I and stream-II as Stream-I 2 21 1 12 0T C d u GR GR p M u dy       (8) 22 2 21 1 12 0 d du Br M u dydy             (9) 2 2 2 0 d dy     (10) Stream-II 2 22 2 22 0T d u GR p M u dy     (11) 22 2 22 2 22 0 d du Br M u dydy             (12) Subject to the boundary conditions, 1 0u  , 1 1  , 1  , at 1y   2 0u  , 2 0  , at 1y  1 0u  , 2 0u  , 1 2  , 1 2d d dy dy    , n  , at *y y , (13) where Re T Gr GR  , Re C Gc GR  , 2 , kh D   2 2 1 2 W W C C n C C    . III. SOLUTIONS Solution of equation (10) can be obtained directly using boundary condition (13) and is given by    1 2B Cosh y B Sinh y    (14) Equations (8), (9), (11) and (12) are coupled non-linear differential equations. Approximate solutions can be found by using the regular perturbation method. The perturbation parameter Br is usually small and hence regular perturbation method can be strongly justified. Adopting this technique, solutions for velocity, temperature and concentration are assumed in the form        2 0 1 2 ...i i i iu y u y Br u y Br u y    (15)        2 0 1 2 ...i i i iy y Br y Br y       (16) Substituting equations (15) and (16) in equations (8), (9), (11) and (12) and equating the coefficients of like power of Br to zero and one, we obtain the zero and first order equations as
  • 4. Effect of First Order Chemical Reaction on Free Convection in… www.ijceronline.com Open Access Journal Page 4 Stream-I Zeroth order equations 2 210 10 102 0T C d u GR GR p M u dy       (17) 2 10 2 0 d dy   (18) First order equations 2 211 11 112 0T d u GR M u dy    (19) 22 2 21011 102 0 dud M u dydy             (20) Stream-II Zeroth order equations 2 220 20 202 0T d u GR p M u dy     (21) 2 20 2 0 d dy   (22) First order equations 2 221 21 212 0T d u GR p M u dy     (23) 22 2 22021 202 0 dud M u dydy             (24) The corresponding boundary conditions reduces to Zeroth-order 10 0u  , 10 1  , 1  , at 1y   20 0u  , 20 0  , at 1y  10 0u  , 20 0u  , 10 20  , 10 20d d dy dy    , n  , at *y y (25) First order 11 0u  , 11 0  at 1y   21 0u  , 21 0  at 1y  11 0u  , 21 0u  , 11 21  , 11 21d d dy dy    at *y y (26) The solutions of zeroth and first order equations (17) to (24) using the boundary conditions as in equations (25) and (26) are Zeroth order Stream-I 10 1 2z y z   (27) 10 1 2 1 2 3 4( ) ( ) ( ) ( )u ACosh My A Sinh My r r y r Cosh y r Sinh y       (28) Stream-II 20 3 4z y z   (29) 20 3 4 5 6( ) ( )u A Cosh My A Sinh My r r y    (30)
  • 5. Effect of First Order Chemical Reaction on Free Convection in… www.ijceronline.com Open Access Journal Page 5 First order Stream-I     2 3 4 11 2 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 ( ) ( ) (2 ) (2 ) (2 ) (2 ) ( ) ( ) ( ) ( ) ( ) ( ) E E y q y q y q y q Cosh y q Sinh y q Cosh y q Sinh y q Cosh My q Sinh My q Cosh My q Sinh My q yCosh My q ySinh My q yCosh y q ySinh y q Cosh M y q Cosh M y q S                                   19 inh M y q Sinh M y      (31)     2 3 4 11 5 6 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 ( ) ( ) ( ) ( ) (2 ) (2 ) (2 ) (2 ) ( ) ( ) cosh( ) ( ) u E Cosh My E Sinh My H H y H y H y H y H Cosh y H Sinh y H Cosh y H Sinh y H Cosh My H Sinh My H yCosh My H ySinh My H y y H ySinh y H Cosh M y H Cosh M y H S                                   2 2 19 20 21( ) ( ) inh M y H Sinh M y H y Cosh My H y Sinh My        (32) Stream-II 2 3 4 21 4 3 1 2 3 4 5 6 7 8 9 (2 ) (2 ) ( ) ( ) ( ) ( ) E E y F y F y F y F Cosh My F Sinh My F Cosh My F Sinh My F yCosh My F ySinh My             (33) 2 3 4 21 7 8 22 23 24 25 26 27 28 2 2 29 30 31 32 ( ) sinh( ) (2 ) (2 ) ( ) ( ) ( ) ( ) u E Cosh My E My H H y H y H y H y H Cosh My H Sinh My H yCosh My H ySinh My H y Cosh My H y Sinh My              (34) The constants appeared in the above equations are presented in the Appendix. IV. RESULTS AND DISCUSSIONS The problem of free convective heat and mass transfer in a vertical double passage channel filled with electrically conducting fluid is investigated. The analytical solutions are found using regular perturbation method considering Brinkman number as the perturbation parameter. The effects of governing parameters such as Hartmann number, thermal Grashof number, mass Grashof number, Brinkman number and first order chemical reaction parameter on the velocity, temperature and concentration are shown graphically. The effect of Hartmann number on the flow is shown in Figs. 2a,b,c and 3a,b,c. As the Hartmann number increases, the velocity and temperature decreases in both the streams at all the baffle positions. As the Hartmann number increases the fluid decreases which is the classical Hartmann result. When the baffle is near the hot wall the maximum velocity is in stream-II, when the baffle is near the cold wall the maximum velocity is seen in stream-I and when the baffle is in the center of the channel the maximum velocity is seen in stream-I. The effect of thermal Grashof number on the velocity and temperature field is shown in Figs. 4a,b,c and 5a,b,c at all three different baffle positions. As the thermal Grashof number increases, the velocity and temperature increases in both the streams at all the baffle positions. This is an expected result because increase in thermal Grashof number results in increase of bouncy force and hence increases the flow in both the streams at all the baffle positions. The effect of mass Grashof number on the velocity and temperature field is shown in Figs. 6a,b,c and 7a,b,c respectively. As the mass Grashof number increases the flow is enhanced in both the streams at all the baffle positions. The enhancement on velocity is significant in stream-I when compared to stream-II .This is due to the fact that the fluid is concentrated only in stream-I. Though the fluid is not concentrated in stream-II still its effect is observed in stream-II when the baffle position is in the center of the channel, this is due to the reason that we have considered the baffle to be conducting. That is say that, there is heat transfer from stream-I to stream-II but there is no mass transfer from stream-I to stream-II. Due to transfer of heat from stream-I to stream-II results in increase of both thermal buoyancy force and concentration buoyancy force and hence velocity increase in stream-II slightly as mass Grashof number increases as seen in Fig. 6. As mass Grashof number increases the temperature increases significantly in stream-I when the baffle position is at the center of the cold wall. There is no much variation on the temperature field when the baffle position is near the hot wall. The effect of Brinkman number is shown in Figs. 8a,b,c and 9a,b,c on the velocity and temperature fields respectively. As the Brinkman number increase both the velocity and temperature increases in both the streams at all the baffle positions. This is due to the fact that increase in Brinkman number increases the viscous dissipation and hence the flow is enhanced.
  • 6. Effect of First Order Chemical Reaction on Free Convection in… www.ijceronline.com Open Access Journal Page 6 The effect of first order chemical reaction parameter on the velocity, temperature and concentration fields are displayed in Figs. 10a,b,c, 11a,b,c and 12a,b,c respectively. As  increases the velocity, temperature and concentration decreases in stream-I, and remains constant in stream-II. The similar result was also obtained by Srinivas and Muturajan [22] for mixed convective flow in a vertical channel. This is due to the fact that the fluid in stream-I is concentrated. The maximum value of velocity and temperature is seen in stream-II for the baffle position at * 0.8y   and in stream-I for the baffle position at * 0y  and 0.8. V. CONCLUSIONS The effect of first order chemical reaction in a vertical double passage channel filled with electrically conducting fluid by inserting a thin baffle is investigated. The following conclusions were drawn: . 1. Increasing the values of Hartmann number reduces the flow field where as increase in the thermal Grashof number and mass Grashof number enhance the flow in both the streams at different baffle positions. 2. Increase in the perturbation parameter (Brinkman number) enhances the velocity and temperature in both the streams. 3. Increase in the chemical reaction parameter suppresses the velocity, temperature and concentration in stream-I and remains invariant in stream-II. REFERENCES [1] S. Habchi and Archarya. Laminar mixed convection in a symmetrically or asymmetrically heated vertical channel. Numer. Heat Transfer, 9:605-618, 1986. [2] W. Aung and G. Worku. Developing flow and reversal in a vertical channel with asymmetric wall temperatures. J. Heat Transfer, 108:299-304, 1986. [3] M. Iqbal, B.D. Aggarwala and A.G. Fowlere. Laminar combined free and forced convection in a vertical non-circular ducts under uniform heat flux. Int. J. Heat Mass Transfer, 12:1123-1139, 1969. [4] N. 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Chemical reaction, heat and mass transfer on MHD flow over a vertical stretching surface with heat source and thermal stratification effects. Int. J. Heat Mass Transfer, 48:4557-4561, 2005. [20] Z.Y. Guo, D.Y. Li and B.X. Wang. A novel concept for convective heat transfer enhancement. Int. J. Heat Mass Transfer,.41:2221-2225, 1998. [21] M.M. Salah El-Din. Fully developed laminar convection in a vertical double-passage channel. Appl Energy, 47:69-75, 1994. [22] S. Srinivas, R. Muthuraj. Effect of chemical reaction and space porosity on MHD mixed convective flow in a vertical asymmetric channel with peristalsis. Mathematical and Computer Modeling, 54:1213-1227, 2011.
  • 7. Effect of First Order Chemical Reaction on Free Convection in… www.ijceronline.com Open Access Journal Page 7 NOMENCLATURE 0B magnetic field Br Brinkman number 1C concentration in Stream-I 0C reference concentration pC specific heat at constant pressure pc dimensionless specific heat at constant pressure D diffusion coefficients 0E applied electric field E electric field load parameter h channel width * h width of passage g acceleration due to gravity Gr Grashoff number Gr Grashoff number cG modified Grashoff Number ,T CGR GR dimensionless parameters k thermal conductivity of fluid M Hartmann number p nondimensional pressure gradient Re Reynolds number 1 2,T T dimensional temperature distributions 1 2 ,w wT T temperatures of the boundaries 1U reference velocity 1 2,u u nondimensional velocities in Stream-I, Stream-II 1 2,U U dimensional velocity distributions * y baffle position GREEK SYMBOLS  chemical reaction parameters T coefficients of thermal expansion C coefficients of concentration expansion e electrical conductivity ,T C  difference in temperatures & concentration i non-dimensional temperature  kinematics viscosity  non-dimensional concentrations  density  viscosity SUBSCRIPTS i refer quantities for the fluids in Stream-I and Stream-II, respectively. VI. ACKNOWLEDGEMENTS The authors greatly acknowledge the funding support from the Major Research project supported by University Grants Commission India (Grant No. 41-774/2012 (SR)).
  • 8. Effect of First Order Chemical Reaction on Free Convection in… www.ijceronline.com Open Access Journal Page 8 -1.0 -0.5 0.0 0.5 1.0 0.0 0.1 0.2 0.3 0.4 0.5 -1.0 -0.5 0.0 0.5 1.0 0.0 0.2 0.4 0.6 -1.0 -0.5 0.0 0.5 1.0 0.0 0.2 0.4 0.6 0.8 (a) 8 10 6 M=4 u y (b) Br=0.1 GRT =5 GRc =5 n=1 p=-5  8 6 10 M=4 u y 0.80 0.85 0.90 0.95 1.00 Stream-II M=46 8 10 Figure2.Velocity profiles for differnt values of Hartmann number M (a) y*=-0.8 (b) y*=0 (c) y*=0.8 (c) 8 6 10 M=4 u y -1.0 -0.5 0.0 0.5 1.0 0.0 0.2 0.4 0.6 0.8 1.0 -1.0 -0.5 0.0 0.5 1.0 0.0 0.2 0.4 0.6 0.8 1.0 -1.0 -0.5 0.0 0.5 1.0 0.0 0.2 0.4 0.6 0.8 1.0 M=4, 6, 8, 10 (a) GRc =5 GRT =5  p=-5 n=1 Br=0.1  y M=4, 6, 8, 10 (b)  y M=4, 6, 8, 10 Figure3.Temperature profiles for differnt values of Hartmann number M (a) y*=-0.8 (b) y*=0 (c) y*=0.8 (c)  y
  • 9. Effect of First Order Chemical Reaction on Free Convection in… www.ijceronline.com Open Access Journal Page 9 -1.0 -0.5 0.0 0.5 1.0 0.0 0.2 0.4 0.6 0.8 1.0 1.2 -1.0 -0.5 0.0 0.5 1.0 0.0 0.2 0.4 0.6 0.8 1.0 1.2 1.4 -1.0 -0.5 0.0 0.5 1.0 0.0 0.2 0.4 0.6 0.8 1.0 1.2 1.4 1.6 1.8 (a) GRc =5 Br=0.1 p=-5 n=1 M=4  15 10 5 GRT =1 u y (b) 15 10 5 GRT =1 u y 0.80 0.85 0.90 0.95 1.00 Stream-II15 10 5 1 Figure4. Velocity profiles for different values of thermal Grashoff number GRT at (a) y*=-0.8 (b) y*=0.0 (c) y*=0.8 (c) 15 10 5 GRT =1 u y -1.0 -0.5 0.0 0.5 1.0 0.0 0.2 0.4 0.6 0.8 1.0 1.2 -1.0 -0.5 0.0 0.5 1.0 0.0 0.2 0.4 0.6 0.8 1.0 1.2 -1.0 -0.5 0.0 0.5 1.0 0.0 0.2 0.4 0.6 0.8 1.0 1.2 1.4 15 10 5 GRT =1 (a)  y 15 10 5 GRT =1 (b) GRc =5 Br=0.1  p= -5 n=1 M=4  y Figure5.Temperature profiles for different values of thermal Grashof number GRT at (a) y*=-0.8 (b) y*=0 (c) y*=0.8 15 10 5 GRT =1 (c)  y
  • 10. Effect of First Order Chemical Reaction on Free Convection in… www.ijceronline.com Open Access Journal Page 10 -1.0 -0.5 0.0 0.5 1.0 0.0 0.2 0.4 0.6 -1.0 -0.5 0.0 0.5 1.0 0.0 0.2 0.4 0.6 0.8 1.0 1.2 -1.0 -0.5 0.0 0.5 1.0 0.0 0.5 1.0 1.5 (a) GRc =1, 5, 10,1 5 u y (b) GRT =5 Br=0.1 p=-5 n=1 E=0 M=4  15 10 5 GRc =1 u y 0.80 0.85 0.90 0.95 1.00 GRC =1, 5, 10, 15 Stream-II Figure6.Velocity profiles for different values of concentration Grashof number GRC at (a) y*=-0.8 (b) y*=0 (c) y*=0.8 (c) 15 10 5 GRc =1 u y -1.0 -0.5 0.0 0.5 1.0 0.0 0.2 0.4 0.6 0.8 1.0 -1.0 -0.5 0.0 0.5 1.0 0.0 0.2 0.4 0.6 0.8 1.0 1.2 -1.0 -0.5 0.0 0.5 1.0 0.0 0.2 0.4 0.6 0.8 1.0 1.2 1.4 1.6 1.8 GRc =1, 5,1 0, 15 (a)  y 15 10 5 GRc =1 (b) GRT =5 Br=0.1  p= -5 n=1 M=4  y Figure7.Temperature profiles for different values of concentration Grashoff number GRC at (a) y*=-0.8 (b) y*=0 (c) y*=0.8 15 10 5 GRc =1 (c)  y
  • 11. Effect of First Order Chemical Reaction on Free Convection in… www.ijceronline.com Open Access Journal Page 11 -1.0 -0.5 0.0 0.5 1.0 0.0 0.2 0.4 0.6 0.8 -1.0 -0.5 0.0 0.5 1.0 0.0 0.2 0.4 0.6 0.8 1.0 -1.0 -0.5 0.0 0.5 1.0 0.0 0.5 1.0 1.5 (a) GRc =5 GRT =5 p=-5 n=1 M=4  1 0.5 0.1 Br=0 u y (b) 1 0.5 0.1 Br=0u y 0.80 0.85 0.90 0.95 1.00 Br=0,0.1,0.5,1 Stream-II Figure8.Velocity profiles for different values of Brinkman number Br (a) y*=-0.8 (b) y*=0 (c) y*=0.8 (c) 1 0.5 0.1 Br=0 u y -1.0 -0.5 0.0 0.5 1.0 0.0 0.5 1.0 1.5 2.0 -1.0 -0.5 0.0 0.5 1.0 0.0 0.5 1.0 1.5 2.0 2.5 -1.0 -0.5 0.0 0.5 1.0 0 1 2 3 4 1 0.5 0.1 Br=0 (a) GRc =5 GRT =5  p=-5 n=1 M=4  y 1 0.5 0.1 Br=0 (b)  y Figure9.Temperature profiles for differeent values of Brinkman number Br (a) y*=-0.8 (b) y*=0 (c) y*=0.8 1 0.5 0.1 Br=0 (c)  y
  • 12. Effect of First Order Chemical Reaction on Free Convection in… www.ijceronline.com Open Access Journal Page 12 -1.0 -0.5 0.0 0.5 1.0 0.0 0.2 0.4 -1.0 -0.5 0.0 0.5 1.0 0.0 0.2 0.4 0.6 -1.0 -0.5 0.0 0.5 1.0 0.0 0.2 0.4 0.6 0.8  (a) u y 0.80 0.85 0.90 0.95 1.00 0.1, 0.5, 1, 1.5 Stream-II (b) GRc =5 GRT =5 Br=0.1 n=1 M=4  u y Figure10.Velocity profiles for different values of chemical reaction parameter  (a) y*=-0.8 (b) y*=0 (c) y*=0.8 (c) =0.1, 0.5, 1, 1.5 u y -1.0 -0.5 0.0 0.5 1.0 0.0 0.2 0.4 0.6 0.8 1.0 -1.0 -0.5 0.0 0.5 1.0 0.0 0.2 0.4 0.6 0.8 1.0 -1.0 -0.5 0.0 0.5 1.0 0.0 0.2 0.4 0.6 0.8 1.0  (a)  y  (b) GRc =5 GRT =5 Br=0.1 p=-5 n=1 M=4  y Figure11.Temperature profiles for different values of chemical reaction parameter  (a) y*=-0.8 (b) y*=0 (c) y*=0.8  (c)  y
  • 13. Effect of First Order Chemical Reaction on Free Convection in… www.ijceronline.com Open Access Journal Page 13 -1.00 -0.95 -0.90 -0.85 -0.80 0.988 0.990 0.992 0.994 0.996 0.998 1.000 -1.0 -0.8 -0.6 -0.4 -0.2 0.0 0.76 0.80 0.84 0.88 0.92 0.96 1.00 -0.8 -0.4 0.0 0.4 0.8 0.4 0.5 0.6 0.7 0.8 0.9 1.0 Figure12. Concentration profiles for different values of chemical reaction parameter  at (a) y*=-0.8 (b)y*=0 (c) y*=0.8 1.5 1 0.5 0.1  y 1.5 1 0.5 0.1 (b)  y (a) 1.5 1 0.5 0.1 GRc =5 GRT =5 Br=0.1 n=1 M=4 (c)  y
  • 14. Effect of First Order Chemical Reaction on Free Convection in… www.ijceronline.com Open Access Journal Page 14 Appendix * 1 * * * ( ) ( ) ( ) ( ) ( ) ( ) Sinh y nSinh B Cosh Sinh y Cosh y Sinh y          , * * 2 * * * ( ) ( ) ( ) ( ) ( ) ( ) nCosh y Cosh y B Cosh Sinh y Cosh y Sinh y          , 1 1 2 z   , 2 1 2 z  , 3 1 2 z  , 4 1 2 z   , 2 1 2 TGR C P r M   , 1 2 2 TGR C r M  , 1 3 2 2 CGR B r M    , 2 4 2 2 CGR B r M    , 4 5 2 TGR C P r M   , 3 6 2 TGR C r M  , 1 1 2 3 4cosh( ) sinh( )T r r r r      , * 3 5 6 4 5 6,T r r T r r y      , * * * 2 1 2 3 4( cosh( ) sinh( ))T r r y r y r y      , * 1 2 1 * * ( ) ( ) ( ) ( ) ( ) ( ) T Sinh My T Sinh M A Cosh M Sinh My Cosh My Sinh M    , * 2 1 2 * * ( ) ( ) ( ) ( ) ( ) ( ) T Cosh M T Cosh My A Cosh M Sinh My Cosh My Sinh M    , * 3 4 3 * * ( ) ( ) ( ) ( ) ( ) ( ) T Sinh My T Sinh M A Cosh M Sinh My Cosh My Sinh M    , 3 3 4 ( ) ( ) T A Cosh M A Sinh M   ,   2 2 2 2 2 2 2 1 2 3 4 1 2 2 2 M r r r r M p       , 2 2 1 22p M rr  , 2 2 3 2p M r  ,  2 4 1 3 2 42 2p M r r r r    , 2 5 1 4 2 32 2p M rr r r   ,   2 2 2 2 3 4 6 2 r r M p     ,  2 2 7 3 4 3 4p M r r r r    ,  2 2 2 2 8 1 2p A M A M   , 2 9 1 22p A A M  ,  2 10 1 1 2 22 2p A M r A Mr   ,  2 11 2 1 1 22 2p A M r A Mr   , 2 12 1 22p Ar M  , 2 13 2 22p A M r  , 2 14 2 32p M r r  , 2 15 2 42p M r r  ,  2 2 16 1 3 2 4 2 4 1 3p A r M A Mr A M r A M r      ,  2 2 17 1 3 2 4 2 4 1 3p A M r A M r A M r A M r      ,  2 2 18 2 3 1 4 1 4 2 3p A r M A Mr A M r A M r      ,  2 2 19 1 4 2 3 2 3 1 4p A M r A M r A M r A M r      , 1 1 2 p q  , 2 2 6 p q  , 3 3 12 p q  , 4 15 4 3 2p p q     , 5 14 5 3 2p p q     , 6 6 2 4 p q   , 7 7 2 4 p q   , 8 8 2 4 p q M  , 9 9 2 4 p q M  , 10 13 10 3 2p M p q M   , 11 12 11 3 2p M p q M   , 12 12 2 p q M  , 13 13 2 p q M  , 14 14 2 p q   , 15 15 2 p q   ,   16 16 2 p q M   ,   17 17 2 p q M   ,   18 18 2 p q M   ,   19 19 2 p q M   ,  2 2 2 2 1 5 6R M r M r   , 2 2 5 62R M r r  , 2 2 3 6R M r  , 2 2 2 2 4 3 4R A M A M   , 2 5 3 42R A A M  ,  2 2 6 3 5 4 62 2R A M r A M r   ,  2 2 7 4 5 3 62 2R A M r A M r   , 1 1 2 R F  , 2 2 6 R F  , 3 3 12 R F  , 4 4 2 4 R F M  , 5 5 2 4 R F M  , 6 9 6 3 2R M R F M   , 7 8 7 3 2R M R F M   , 8 8 2 R F M  , 9 9 2 R F M  ,         1 2 3 4 5 6 7 8 9 5 10 11 12 13 14 15 16 17 18 19 ( ) ( ) (2 ) (2 ) (2 ) (2 ) ( ) ( ) ( ) ( ) ( ) ( ) q q q q Cosh q Sinh q Cosh q Sinh q Cosh M q Sinh M T q Cosh M q Sinh M q Cosh M q Sinh M q Cosh q Sinh q Cosh M q Cosh M q Sinh M q Sinh M                                       ,  6 1 2 3 4 5 6 7 8 9(2 ) (2 ) ( ) ( ) ( ) ( )T F F F F Cosh M F Sinh M F Cosh M F Sinh M F Cosh M F Sinh M          , *2 *3 *4 * * * * * * 7 1 2 3 4 5 6 7 8 * * *2 *3 *4 * * * * 9 1 2 3 4 5 6 7 * * 8 9 10 cosh(2 ) (2 ) ( ) ( ) ( ) ( ) ( ( ) ( ) (2 ) (2 ) (2 ) (2 ) T F y F y F y F My F Sinh My F Cosh My F Sinh My F y Cosh My F y Sinh my q y q y q y q Cosh y q Sinh y q Cosh y q Sinh y q Cosh My q Sinh My q Cos                                * * * * * 11 12 13 * * * * 14 15 16 17 * * 18 19 ( ) ( ) ( ) ( ) ( ) ( ) ) h My q Sinh My q y Cosh My q ySinh My q yCosh y q ySinh y q Cosh M y q Cosh M y q Sinh M y q Sinh M y                    , * *2 *3 * * * * 8 1 2 3 4 5 6 7 * * * * * * * *2 *3 8 9 1 2 3 * * * 4 5 6 7 2 3 4 2 (2 ) 2 (2 ) ( ) ( ) ( ( ) ( )) ( ( ) ( )) (2 3 4 ( ) ( ) 2 (2 ) 2 T F y F y F y MF Sinh My MF Cosh My F MSinh My F MCosh My F y MSinh My Cosh My F y MCosh My Sinh My q y q y q y q Sinh y q Cosh y q Sinh y q C                         * * 8 * * * * * * 9 10 11 12 * * * * * * * * 13 14 15 * * 16 (2 ) 2 (2 ) 2 (2 ) ( ) ( ) ( ( ) ( )) ( ( ) ( )) ( ( ) ( )) ( ( ) ( )) ( ) ( ) osh y Mq Sinh My Mq Cosh My q MSinh My q MCosh My q y MSinh My Cosh My q y MCosh My Sinh My q y Sinh y Cosh y q y Cosh y Sinh y q M Sinh M y                          * * 17 18 * 19 ( ) ( ) ( ) ( ) ( ) ( ) ) q M Sinh M y q M Cosh M y q M Cosh M y               ,
  • 15. Effect of First Order Chemical Reaction on Free Convection in… www.ijceronline.com Open Access Journal Page 15  * 5 6 7 8 8 1 2 T T T T T y E       ,  * 5 6 7 8 8 2 2 T T T T T y E      ,  * 5 6 7 8 8 3 2 T T T T T y E       ,  * 5 6 7 8 8 4 2 T T T T T y E      ,  4 2 2 1 3 1 6 2 24TGR E M q M q H M    ,  2 1 2 2 4 6TGR E M q H M   ,  2 1 3 3 4 12TGR q M q H M   , 2 4 2 TGR q H M  , 3 5 2 TGR q H M  ,     2 2 15 4 6 22 2 2 T Tq GR q GR M H M        ,     2 2 14 5 7 22 2 2 T Tq GR q GR M H M        , 6 8 2 2 4 Tq GR H M    , 7 9 2 2 4 Tq GR H M    , 8 10 2 3 Tq GR H M   , 9 11 2 3 Tq GR H M   , 12 11 12 2 2 4 T Tq GR q GR M H M   , 13 10 13 2 2 4 T Tq GR q GR M H M   , 14 14 2 2 Tq GR H M    , 15 15 2 2 Tq GR H M    ,   16 16 2 2 Tq GR H M M     ,   17 17 2 2 Tq GR H M M     ,   18 18 2 2 Tq GR H M M     ,   19 19 2 2 Tq GR H M M     , 13 20 4 Tq GR H M   , 12 21 4 Tq GR H M   ,  4 2 4 1 3 22 6 2 24TGR E M F M F H M    ,  2 3 2 23 4 6TGR E M F H M   ,  2 1 3 24 4 12TGR F M F H M   , 2 25 2 TGR F H M  , 3 26 2 TGR F H M  , 4 27 2 3 TGR F H M   , 5 28 2 3 TGR F H M   , 8 7 29 2 2 4 T TF GR F GR M H M   , 9 6 30 2 2 4 T TF GR F GR M H M   , 9 31 4 TF GR H M   , 8 32 4 TF GR H M   ,         9 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 ( ) ( ) (2 ) (2 ) cosh(2 ) (2 ) ( ) ( ) ( ) ( ) ( ) ( ) T H H H H H H Cosh H Sinh H Cosh H Sinh H M H Sinh M H Cosh M H Sinh M H Cosh H Sinh H Cosh M H Cosh M H Sinh M H Sinh M H Cosh M H Sinh M                                    ,     * *2 *3 *4 * * * * 10 1 2 3 4 5 6 7 8 9 * * * * * * * * 10 11 12 13 14 * * * * 15 16 17 18 ( ) ( ) (2 ) (2 ) (2 ) (2 ) ( ) ( ) ( ) ( ) T H H y H y H y H y H Cosh y H Sinh y H Cosh y H Sinh y H Cosh My H Sinh My H y Cosh My H y Sinh My H y Cosh y H y Sinh y H Cosh M y H Cosh M y H Sin                                * * 19 *2 * *2 * 20 21( ) ( ) h M y H Sinh M y H y Sinh My H y Sinh My       , * *2 *3 *4 * * * * 11 22 23 24 25 26 27 28 29 * * *2 * *2 * 30 31 32 (2 ) (2 ) ( ) ( ) ( ) ( ) T H H y H y H y H y H Cosh My H Sinh My H y Cosh My H y Sinh My H y Cosh My H y Sinh My            , 12 22 23 24 25 26 27 28 29 30 31 32 (2 ) (2 ) ( ) ( ) ( ) ( ) T H H H H H H Cosh M H Sinh M H Cosh M H Sinh M H Cosh M H Sinh M            ,  * 9 10 5 * * ( ) ( ) ( ) ( ) ( ) ( ) T Sinh My T Sinh M E Cosh M Sinh My Cosh My Sinh M    ,  * 10 9 6 * * ( ) ( ) ( ) ( ) ( ) ( ) T Cosh M T Cosh My E Cosh M Sinh My Cosh My Sinh M    ,  * 12 11 7 * * ( ) ( ) ( ) ( ) ( ) ( ) T Sinh My T Sinh M E Cosh M Sinh My Cosh My Sinh M    ,  * 11 12 8 * * ( ) ( ) ( ) ( ) ( ) ( ) T Cosh M T Cosh My E Cosh M Sinh My Cosh My Sinh M    .