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Anitha. S. et al. Int. Journal of Engineering Research and Application www.ijera.com
ISSN : 2248-9622, Vol. 7, Issue 4, ( Part -2) April 2017, pp.30-36
www.ijera.com DOI: 10.9790/9622-0704023036 30|P a g e
Effect of Mass Transfer and Hall Current on Unsteady MHD
Flow with Thermal Diffusivity of a Viscoelastic Fluid in a Porous
Medium
Anitha. S*, Lavanya. M**, Naganandhini. A***, Poornima. B****
*(Assistant Professor,Department of Mathematics, PSGR Krishnammal college for women, Coimbatore-04
Email: anithamaths21@gmail.com)
**(M.Sc Mathematics, PSGR Krishnammal college for women,Coimbatore-04)
***(M.Sc Mathematics, PSGR Krishnammal college for women, Coimbatore-04)
****(M.Sc Mathematics, PSGR Krishnammal college for women, Coimbatore-04)
ABSTRACT
The paper investigated the effect of mass transfer and Hall current on unsteady MHD flow with Thermal
Diffusivity of a viscoelastic fluid in a porous medium. The resultant equations have been solved analytically.
The velocity, temperature and concentration distributions are derived, and their profiles for various physical
parameters are shown through graphs. The coefficient of Skin friction, Nusselt number and Sherwood number at
the plate are derived and their numerical values for various physical parameters are presented through tables.
The influence of various parameters such as the thermal Grashof number, mass Grashof number, Schmidt
number, Prandtl number, viscoelasticity parameter, Hartmann number, Hall parameter, and the frequency of
oscillation on the flow field are discussed. It is seen that, the velocity increases with the increase in Gc, Gr, m
and K, and it decreases with increase in Sc,M, n and Pr, temperature decreases with increase in Pr and n, Also,
the concentration decreases with the increase in Sc and n.
Key Words:Viscoelastic, Hall Current, Magnetohydrodynamics, Porous medium.
I. INTRODUCTION
Magnetohydrodynamics (MHD) is a field
of study which combines elements of
electromagnetism and fluid mechanics to describe
the flow of electrically conducting fluids. It is
generally regarded as a difficult academic discipline,
both conceptually as well as mechanically. MHD is
the study of electrically conducting fluids,
combining both principles of fluid dynamics and
electromagnetism. Magnetohydrodynamics is the
study of the magnetic properties of electrically
conducting fluids. When a conducting fluid moves
through a magnetic field, an electric field, may be
induced and, in turn the current interacts with the
magnetic field to produce a body force. The science
which deals with this phenomenon is called
Magnetohydrodynamics The subject of MHD is
traditionally studied as a continuum theory, that is to
say, attempts at studying discrete particles in the
flows are not at a level such that computation in
these regards is realistic. To run “realistic
simulations” would require computations of flows
with many more particles than current computers are
able to handle. Aboeldahab and Elbardy (2001)
examined Hall current effect on
Magnetohydrodynamics free
convection flow past a semi infinite vertical plate
with mass transfer. Effect of Heat of Transfer on
Unsteady Mhd Couette Flow Between Two Infinite
Parallel Porous Plates In an Inclined Magnetic Field
was investigated by Daniel Simon. Magaji
investigated Unsteady MHD mixed convective
oscillatory flow through a porous medium filled in a
vertical channel with heat and mass transfer.
Chemical Reaction and Hall Effect on MHD
Convective Flow along an Infinite Vertical Porous
Plate with Variable Suction and Heat Absorption
was examined by Masthanrao, Balamurugan and
Varma along with Raju. Ramana Murthy, Srinivasa
Raju and Anand Rao studied The effects of Heat and
Mass Transfer on MHD Natural Convective Flow
Past an Infinite Vertical Porous Plate with Thermal
Radiation and Hall Current.
Shit and Haldar investigated Combimed
Effects of Thermal Radiation and Hall Current on
MHD Free Convective Flow and Mass Transfer over
a Stretching Sheet with Variable Viscosity. Thermo
Diffusion and Chemical Reaction Effects on a
Steady Mixed Convective Heat and Mass transfer
Flow with Induced Magnetic Field was examined by
Sravanthi, Leela Ratnam and Bhaskar Reddy. Hall
Current Effects on Free Convective Flow of
Stratified Fluid over an Infinite vertical Porous Plate
was studied by Subbaiah Naidu. Radiation and mass
RESEARCH ARTICLE OPEN ACCESS
Anitha. S. et al. Int. Journal of Engineering Research and Application www.ijera.com
ISSN : 2248-9622, Vol. 7, Issue 4, ( Part -2) April 2017, pp.30-36
www.ijera.com DOI: 10.9790/9622-0704023036 31|P a g e
transfer effects on unsteady MHD convective flow
past an infinite vertical plate with Dufour and Soret
effects was studied by Vedavathi, Ramakrishna and
Jayarami Reddy.
II. MATHEMATICAL FORMULATION
We consider the unsteady flow of a viscous
incompressible and electrically conducting
viscoelastic fluid over an infinite porous plate with
oscillating temperature and mass transfer. The x-
axis is assumed to be oriented vertically upwards
along the plate and the y-axis is taken normal to the
plane of the plate. It is assumed that the plate is
electrically non – conducting and a uniform
magnetic field of straight 0
B is applied normal to the
plate. The induced magnetic field is assumed
constant. So that  0,,0 BB 

,. The plate is
subjected to a constant suction velocity.
1. The equation of conservation of charge
0 J , gives constants.
2.   






 

e
e
ee
en
P
BVEJJ


(1)
Equation (1) reduces to
 
 
 
 













**
2
0
**
2
0
1
1
*
*




mu
m
B
J
mu
m
B
J
y
x
(2)
Where
m= ee

is the Hall parameter.
The governing equations for the momentum, energy
and concentration are as follows;
 
 
    (3)
*
202
3
12
2
0
1t
u
k
vu
CCgTTg
m
mu
B
ty
u
k
y
u
v
y
u
v




















 
 
(4)
*
202
3
12
2
0
1t
k
v
m
mu
B
ty
k
y
v
y
v




















2
2
0
t y
T
C
K
y
T
v
T
p
T









(5)
2
2
12
2
0
t y
C
D
y
C
D
y
C
v
C











(6)
The boundary conditions of the problem are:
 
 





yas0C0,T0,ω0,u
0yateCC
CC,eTTTT0,ω0,u
int
ω
int
ω
(7)
Where u and v are the components of
velocity in the x and y direction respectively, g is the
acceleration due to gravity,
*
βandβ and are the
coefficient of volume expansion, K is the kinematic
viscoelasticity,  is the density,  is the viscosity,
v is the kinematic viscosity, T
K is the thermal
conductivity, p
C is the specific heat in the fluid at
constant pressure,  is the electrical conductivity
of the fluid, e
 is the magnetic permeability, D is
the molecular diffusivity, 1
D is the thermal
diffusivity, 
T is the temperature of the plane and

T is the temperature of the fluid far away from
plane. 
C is the concentration of the plane and

C is the concentration of the fluid far away from
the plane.
And , 0
vv  , the negative sign indicate that the
suction is towards the plane.
Introducing the following non-dimensionless
parameters.
   
(8)
2
2
0
*
2
2
01
1
1
T
p
2
0
2
0
2
0
ω
2
0
ω
ωω
00
00
v
vk
k,
v
vk
K
,
D
v
Sc,
D
v
Sc,
K
μC
Pr,
ρv
vσB
M
,
v
CCvg
Gc,
v
TTvg
Gr
,
CC
CC
C,
TT
TT
θ
,
v
ω
ω,
v
u
u,
4v
tv
t,
v
yv
η




































Substituting the dimensionless variables in (8) into
(3) to (6), we get (dropping the bars)
Anitha. S. et al. Int. Journal of Engineering Research and Application www.ijera.com
ISSN : 2248-9622, Vol. 7, Issue 4, ( Part -2) April 2017, pp.30-36
www.ijera.com DOI: 10.9790/9622-0704023036 32|P a g e
 
 
(9)
22
3
2
2
14t
u
4
1
GcCGr
k
u
m
mu
M
t
uKuu


















 
 
(10)
22
3
2
2
14t4
1
k
m
mu
M
t
K























2
2
Pr
1
t4
1












(11)
2
2
1
2
2
11
t4
1
 









 C
Sc
C
Sc
CC
(12)
The corresponding boundary conditions are
   
   
     
  



yas0t,C
,t,ωt,u
0yatet0,C,et0,
0,t0,ω0,t0,u
intint
t

(13)
Equations (9) and (10) can be combined into a single
equation by introducing the complex velocity.
   tη,ωitη,uU  (14)
Where
1i 
Thus,
 
 
GcCGr
k
U
m
im
M
t
UKUU

















2
2
3
2
2
1
1
4t
U
4
1
(15)
With boundary conditions:
     
      





as0t,C,t,U
0at
et0,C,et0,0,t0,U
intint
t
(16)
where Gr, is the thermal Grashof number,
Gc, is the mass Grashof number, Sc, Sc1 is the
Schmidt numbers, Pr, is the Prandtl number, K, is
the viscoelastic Parameter, M, is the Hartmann
number and k, is the pearmeability.
III. METHODS OF SOLUTION
To solve (11), (12) and (15) subject to the
boundary conditions (16), we assume solutions of
the form
    int
1
t,U eU   (17)
    int
1
t, e  (18)
    int
1
t, eCC   (19)
Where      ηCandηθ,ηU 111
are to be
determined.
Substituting (17) to (19) into (11),(12) and (15),
comparing harmonic and non harmonic terms, we
obtain
int
1
int
1
3
1
'
''
44
U
eP
GcC
eP
Gr
UP
P
U


(20)
0Pr
4
1
Pr 11
'''
  in (21)
 
0
4
1
11
1
'
1
''
1


CinScSc
CScScCScSc
(22)
And boundary conditions give
     
     



ηat
0C0,θ0,U
0ηat10C0θ,0U
111
111
(23)
where the primes represents differentiation with
respect to . Solving (20) to (22) subject to the
boundary conditions (23) and (25) and substituting
the obtained solutions into (17) to (19) respectively.
Then the velocity field can be expressed as
    (24)
intηm
8
ηm
7
ηm
6
eeAeAeAt,ηU 426 

And the temperature field is given by
  intηm
eetη,θ 2
 (25)
Similarly, the concentration distribution gives
  intηm
eetη,C 4
 (26)
IV. RESULTS AND DISCUSSION
The effect of mass transfer and Hall current
on unsteady MHD flow of a viscoelastic fluid in a
porous medium has been formulated and solved
analytically. In order to understand the flow of the
fluid, computations are performed for different
parameters such as Gr, Gc, Sc, Pr, n, M, K, and m.
4.1 Velocity profiles
Figures 1-8 represent the velocity profiles,
figures 9 and 10 depict the temperature profiles and
figures 11 and 12 show the concentration profiles
with varying parameters respectively.
The effect of velocity for different values of
(Pr = 0.025, 0.71, 1, 3) is presented in figure 1, the
graph show that velocity decreases with increase in
Pr. The effect of velocity for different values of (Sc
= 0.3, 0.6, 0.8, 1, 2.01) is given in figure 2, the graph
show that velocity decreases with the increase in Sc.
Figure 3 denotes the effect of velocity for different
values of (n =1, 2, 3, 4, 7), it is seen that velocity
decreases with the increase in n.
Anitha. S. et al. Int. Journal of Engineering Research and Application www.ijera.com
ISSN : 2248-9622, Vol. 7, Issue 4, ( Part -2) April 2017, pp.30-36
www.ijera.com DOI: 10.9790/9622-0704023036 33|P a g e
The effect of velocity for different values of (m = 1,
2, 3, 4, 7) is shown in figure 4, it depict that velocity
increases with increase in m.
Figure 5 depicts the effect of velocity for (M = 1, 2,
3, 4, 7), the graph show that velocity decreases with
the increase in M.
The effect of velocity for different values of (Gr = 1,
2, 3, 4, 7) is presented in figure 6, it is seen that
velocity increases with the increase in Gr.
The effect of velocity for different values of (Gc = 1,
2, 3, 4, 7) is displayed in figure 7, it is observed that
velocity increases with the increase in Gc.
The effect of velocity for different values of (K =
0.0001, 0.01, 0.05, 0.08, 0.1) is shown in figure 8, it
is observed that velocity increases with the increase
in K.
Figure 1: velocity profiles for different values of Pr.
Figure 2:Velocity profiles for different
values of Sc.
Figure 3: Velocity profiles for different values of n.
Figure 4: Velocity profiles for different
values of m.
Figure 5:Velocity profiles for different v
alues of M.
0 1 2 3 4 5 6
-0.1
0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
y
u
M=1
M=2
M=3
M=4
M=7
0 1 2 3 4 5 6 7
0
0.5
1
1.5
2
2.5
y
u
m=0.5
m=1
m=1.5
m=2
m=2.5
0 1 2 3 4 5 6 7 8
-0.02
0
0.02
0.04
0.06
0.08
0.1
0.12
y
u
n=1
n=2
n=3
n=4
n=7
0 0.5 1 1.5 2 2.5 3 3.5 4 4.5 5
0
0.02
0.04
0.06
0.08
0.1
0.12
0.14
y
u
Sc=0.3
Sc=0.6
Sc=0.8
Sc=1
Sc=2.01
0 1 2 3 4 5 6 7
0
0.01
0.02
0.03
0.04
0.05
0.06
0.07
y
u
Pr=0.71
Pr=1
Pr=3
Pr=7
Anitha. S. et al. Int. Journal of Engineering Research and Application www.ijera.com
ISSN : 2248-9622, Vol. 7, Issue 4, ( Part -2) April 2017, pp.30-36
www.ijera.com DOI: 10.9790/9622-0704023036 34|P a g e
Figure 6: Velocity profiles for different
values of Gr.
Figure 7: Velocity profiles for different
values of Gc.
Figure 8: Velocity profiles for different values of K.
4.2 Temperature profiles
In figure 9, the effect of temperature for
different values of (Pr = 0.025, 0.71, 1, 3, 7) is
given. The graph show that temperature decreases
with increasing Pr. Figure 10 shows the effect of
temperature for different values of (n = 0.025, 0.71,
1, 3, 7). The graph show that temperature decreases
with decreasing n.
Figure 9: Temperature profiles for different
values of Pr.
Figure 10: Velocity profiles for different values
of n.
4.3 Concentration profiles
Figure 11 depicts the effect of
concentration for (Sc = 0.3, 0.6, 0.8, 1, 2.01), it is
seen that concentration decreases with the increase
in Sc. The effect of concentration for ( n = 0.3, 0.6,
0.8, 1, 2.01) is given in figure 12, it is seen that
concentration decreases with the decrease in n.
Figure 11: Concentration profiles for different
values of Sc.
0 1 2 3 4 5 6 7 8 9 10
0
0.2
0.4
0.6
0.8
1
1.2
1.4
y
C
Sc=0.3
Sc=0.6
Sc=0.8
Sc=1
Sc=2.01
0 2 4 6 8 10
0
0.2
0.4
0.6
0.8
1
1.2
1.4
y
n=1
n=5
n=10
n=50
0 1 2 3 4 5 6 7 8 9 10
0
0.2
0.4
0.6
0.8
1
1.2
1.4
y
Pr=0.025
Pr=0.71
Pr=1
Pr=3
Pr=7
0 1 2 3 4 5
0
0.05
0.1
0.15
0.2
0.25
0.3
0.35
y
u
K=0.001
K=0.01
K=0.05
K=0.08
K=0.1
0 1 2 3 4 5 6
-0.1
0
0.1
0.2
0.3
0.4
0.5
0.6
y
u
Gc=1
Gc=2
Gc=3
Gc=4
Gc=7
0 1 2 3 4 5 6 7
-0.2
0
0.2
0.4
0.6
0.8
1
1.2
y
u
Gr=1
Gr=2
Gr=3
Gr=4
Gr=7
Anitha. S. et al. Int. Journal of Engineering Research and Application www.ijera.com
ISSN : 2248-9622, Vol. 7, Issue 4, ( Part -2) April 2017, pp.30-36
www.ijera.com DOI: 10.9790/9622-0704023036 35|P a g e
Figure
12: Concentration profiles for different values of n.
V. SUMMARY AND CONCLUSION
We have examined and solved analytically
the governing equations for the effect of mass
transfer and Hall current on unsteady MHD flow of
a viscoelastic fluid in a porous medium analytically.
In order to point out the effect of physical
parameters namely; thermal Grashof number, mass
Grashof number, Schmidt number, Prandtl number,
viscoelasticity parameter, Hartmann number, Hall
parameter and the frequency of oscillation on the
flow field. We observe that, the velocity increases
with the increase in Gc, Gr, m, and K, and it
decreases with increase in Sc, n,M and Pr.
Temperature decreases with increase in Pr and n,
and concentration decreases with the increase in Sc
and n.
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(2001). Hall current effect on
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Between Two Infinite Parallel Porous Plates
In An Inclined Magnetic Field. International
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[4]. Masthanrao. S, Balamurugan. K. S, Varma. S.
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[6]. Shit.G .S and Haldar. R. (2012). Combined
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[7]. MHD Free-Convective Flow and Mass
Transfer over a Stretching Sheet with
Variable Viscosity. Journal of Applied Fluid
Mechanics. 5(2). 1735-3572
[8]. Sravanthi .C. S. Leela Ratnam. A. and
Bhaskar Reddy. N. (2013). Thermo-Diffusion
and Chemical Reaction Effects on a Steady
Mixed Convective Heat and Mass Transfer
Flow with Induced Magnetic Field.
International Journal of Innovative Research
in Science, Engineering and Technology.
2(9). 2319-8753
[9]. Subbaiah Naidu. K.Ch. V. (2016). Hall
Current Effects on Free Convective Flow of
Stratified Fluid over an Infinite vertical
porous plate.IOSR Journal of Mathematics
(IOSR-JM). 12(5). 2278-5728
[10]. Vedavathi. N, Ramakrishna. K, Jayarami
Reddy. K. (2015). Radiation and mass
transfer effects on unsteady MHD convective
flow past an infinite vertical plate with
Dufour and Soret effects. Ain Shams
Engineering Journal. 6. 363–371
[11]. Takhar (2006). Unsteady flow free convective
flow over an infinite vertical porous platedue
to the combined effects of thermal and mass
diffusion, magnetic field and Hall current.
Journal of Heat and Mass Transfer. 39, 823 –
834.
APPENDIX
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Anitha. S. et al. Int. Journal of Engineering Research and Application www.ijera.com
ISSN : 2248-9622, Vol. 7, Issue 4, ( Part -2) April 2017, pp.30-36
www.ijera.com DOI: 10.9790/9622-0704023036 36|P a g e
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Effect of Mass Transfer and Hall Current on Unsteady MHD Flow with Thermal Diffusivity of a Viscoelastic Fluid in a Porous Medium

  • 1. Anitha. S. et al. Int. Journal of Engineering Research and Application www.ijera.com ISSN : 2248-9622, Vol. 7, Issue 4, ( Part -2) April 2017, pp.30-36 www.ijera.com DOI: 10.9790/9622-0704023036 30|P a g e Effect of Mass Transfer and Hall Current on Unsteady MHD Flow with Thermal Diffusivity of a Viscoelastic Fluid in a Porous Medium Anitha. S*, Lavanya. M**, Naganandhini. A***, Poornima. B**** *(Assistant Professor,Department of Mathematics, PSGR Krishnammal college for women, Coimbatore-04 Email: anithamaths21@gmail.com) **(M.Sc Mathematics, PSGR Krishnammal college for women,Coimbatore-04) ***(M.Sc Mathematics, PSGR Krishnammal college for women, Coimbatore-04) ****(M.Sc Mathematics, PSGR Krishnammal college for women, Coimbatore-04) ABSTRACT The paper investigated the effect of mass transfer and Hall current on unsteady MHD flow with Thermal Diffusivity of a viscoelastic fluid in a porous medium. The resultant equations have been solved analytically. The velocity, temperature and concentration distributions are derived, and their profiles for various physical parameters are shown through graphs. The coefficient of Skin friction, Nusselt number and Sherwood number at the plate are derived and their numerical values for various physical parameters are presented through tables. The influence of various parameters such as the thermal Grashof number, mass Grashof number, Schmidt number, Prandtl number, viscoelasticity parameter, Hartmann number, Hall parameter, and the frequency of oscillation on the flow field are discussed. It is seen that, the velocity increases with the increase in Gc, Gr, m and K, and it decreases with increase in Sc,M, n and Pr, temperature decreases with increase in Pr and n, Also, the concentration decreases with the increase in Sc and n. Key Words:Viscoelastic, Hall Current, Magnetohydrodynamics, Porous medium. I. INTRODUCTION Magnetohydrodynamics (MHD) is a field of study which combines elements of electromagnetism and fluid mechanics to describe the flow of electrically conducting fluids. It is generally regarded as a difficult academic discipline, both conceptually as well as mechanically. MHD is the study of electrically conducting fluids, combining both principles of fluid dynamics and electromagnetism. Magnetohydrodynamics is the study of the magnetic properties of electrically conducting fluids. When a conducting fluid moves through a magnetic field, an electric field, may be induced and, in turn the current interacts with the magnetic field to produce a body force. The science which deals with this phenomenon is called Magnetohydrodynamics The subject of MHD is traditionally studied as a continuum theory, that is to say, attempts at studying discrete particles in the flows are not at a level such that computation in these regards is realistic. To run “realistic simulations” would require computations of flows with many more particles than current computers are able to handle. Aboeldahab and Elbardy (2001) examined Hall current effect on Magnetohydrodynamics free convection flow past a semi infinite vertical plate with mass transfer. Effect of Heat of Transfer on Unsteady Mhd Couette Flow Between Two Infinite Parallel Porous Plates In an Inclined Magnetic Field was investigated by Daniel Simon. Magaji investigated Unsteady MHD mixed convective oscillatory flow through a porous medium filled in a vertical channel with heat and mass transfer. Chemical Reaction and Hall Effect on MHD Convective Flow along an Infinite Vertical Porous Plate with Variable Suction and Heat Absorption was examined by Masthanrao, Balamurugan and Varma along with Raju. Ramana Murthy, Srinivasa Raju and Anand Rao studied The effects of Heat and Mass Transfer on MHD Natural Convective Flow Past an Infinite Vertical Porous Plate with Thermal Radiation and Hall Current. Shit and Haldar investigated Combimed Effects of Thermal Radiation and Hall Current on MHD Free Convective Flow and Mass Transfer over a Stretching Sheet with Variable Viscosity. Thermo Diffusion and Chemical Reaction Effects on a Steady Mixed Convective Heat and Mass transfer Flow with Induced Magnetic Field was examined by Sravanthi, Leela Ratnam and Bhaskar Reddy. Hall Current Effects on Free Convective Flow of Stratified Fluid over an Infinite vertical Porous Plate was studied by Subbaiah Naidu. Radiation and mass RESEARCH ARTICLE OPEN ACCESS
  • 2. Anitha. S. et al. Int. Journal of Engineering Research and Application www.ijera.com ISSN : 2248-9622, Vol. 7, Issue 4, ( Part -2) April 2017, pp.30-36 www.ijera.com DOI: 10.9790/9622-0704023036 31|P a g e transfer effects on unsteady MHD convective flow past an infinite vertical plate with Dufour and Soret effects was studied by Vedavathi, Ramakrishna and Jayarami Reddy. II. MATHEMATICAL FORMULATION We consider the unsteady flow of a viscous incompressible and electrically conducting viscoelastic fluid over an infinite porous plate with oscillating temperature and mass transfer. The x- axis is assumed to be oriented vertically upwards along the plate and the y-axis is taken normal to the plane of the plate. It is assumed that the plate is electrically non – conducting and a uniform magnetic field of straight 0 B is applied normal to the plate. The induced magnetic field is assumed constant. So that  0,,0 BB   ,. The plate is subjected to a constant suction velocity. 1. The equation of conservation of charge 0 J , gives constants. 2.             e e ee en P BVEJJ   (1) Equation (1) reduces to                      ** 2 0 ** 2 0 1 1 * *     mu m B J mu m B J y x (2) Where m= ee  is the Hall parameter. The governing equations for the momentum, energy and concentration are as follows;         (3) * 202 3 12 2 0 1t u k vu CCgTTg m mu B ty u k y u v y u v                         (4) * 202 3 12 2 0 1t k v m mu B ty k y v y v                     2 2 0 t y T C K y T v T p T          (5) 2 2 12 2 0 t y C D y C D y C v C            (6) The boundary conditions of the problem are:          yas0C0,T0,ω0,u 0yateCC CC,eTTTT0,ω0,u int ω int ω (7) Where u and v are the components of velocity in the x and y direction respectively, g is the acceleration due to gravity, * βandβ and are the coefficient of volume expansion, K is the kinematic viscoelasticity,  is the density,  is the viscosity, v is the kinematic viscosity, T K is the thermal conductivity, p C is the specific heat in the fluid at constant pressure,  is the electrical conductivity of the fluid, e  is the magnetic permeability, D is the molecular diffusivity, 1 D is the thermal diffusivity,  T is the temperature of the plane and  T is the temperature of the fluid far away from plane.  C is the concentration of the plane and  C is the concentration of the fluid far away from the plane. And , 0 vv  , the negative sign indicate that the suction is towards the plane. Introducing the following non-dimensionless parameters.     (8) 2 2 0 * 2 2 01 1 1 T p 2 0 2 0 2 0 ω 2 0 ω ωω 00 00 v vk k, v vk K , D v Sc, D v Sc, K μC Pr, ρv vσB M , v CCvg Gc, v TTvg Gr , CC CC C, TT TT θ , v ω ω, v u u, 4v tv t, v yv η                                     Substituting the dimensionless variables in (8) into (3) to (6), we get (dropping the bars)
  • 3. Anitha. S. et al. Int. Journal of Engineering Research and Application www.ijera.com ISSN : 2248-9622, Vol. 7, Issue 4, ( Part -2) April 2017, pp.30-36 www.ijera.com DOI: 10.9790/9622-0704023036 32|P a g e     (9) 22 3 2 2 14t u 4 1 GcCGr k u m mu M t uKuu                       (10) 22 3 2 2 14t4 1 k m mu M t K                        2 2 Pr 1 t4 1             (11) 2 2 1 2 2 11 t4 1             C Sc C Sc CC (12) The corresponding boundary conditions are                     yas0t,C ,t,ωt,u 0yatet0,C,et0, 0,t0,ω0,t0,u intint t  (13) Equations (9) and (10) can be combined into a single equation by introducing the complex velocity.    tη,ωitη,uU  (14) Where 1i  Thus,     GcCGr k U m im M t UKUU                  2 2 3 2 2 1 1 4t U 4 1 (15) With boundary conditions:                   as0t,C,t,U 0at et0,C,et0,0,t0,U intint t (16) where Gr, is the thermal Grashof number, Gc, is the mass Grashof number, Sc, Sc1 is the Schmidt numbers, Pr, is the Prandtl number, K, is the viscoelastic Parameter, M, is the Hartmann number and k, is the pearmeability. III. METHODS OF SOLUTION To solve (11), (12) and (15) subject to the boundary conditions (16), we assume solutions of the form     int 1 t,U eU   (17)     int 1 t, e  (18)     int 1 t, eCC   (19) Where      ηCandηθ,ηU 111 are to be determined. Substituting (17) to (19) into (11),(12) and (15), comparing harmonic and non harmonic terms, we obtain int 1 int 1 3 1 ' '' 44 U eP GcC eP Gr UP P U   (20) 0Pr 4 1 Pr 11 '''   in (21)   0 4 1 11 1 ' 1 '' 1   CinScSc CScScCScSc (22) And boundary conditions give                ηat 0C0,θ0,U 0ηat10C0θ,0U 111 111 (23) where the primes represents differentiation with respect to . Solving (20) to (22) subject to the boundary conditions (23) and (25) and substituting the obtained solutions into (17) to (19) respectively. Then the velocity field can be expressed as     (24) intηm 8 ηm 7 ηm 6 eeAeAeAt,ηU 426   And the temperature field is given by   intηm eetη,θ 2  (25) Similarly, the concentration distribution gives   intηm eetη,C 4  (26) IV. RESULTS AND DISCUSSION The effect of mass transfer and Hall current on unsteady MHD flow of a viscoelastic fluid in a porous medium has been formulated and solved analytically. In order to understand the flow of the fluid, computations are performed for different parameters such as Gr, Gc, Sc, Pr, n, M, K, and m. 4.1 Velocity profiles Figures 1-8 represent the velocity profiles, figures 9 and 10 depict the temperature profiles and figures 11 and 12 show the concentration profiles with varying parameters respectively. The effect of velocity for different values of (Pr = 0.025, 0.71, 1, 3) is presented in figure 1, the graph show that velocity decreases with increase in Pr. The effect of velocity for different values of (Sc = 0.3, 0.6, 0.8, 1, 2.01) is given in figure 2, the graph show that velocity decreases with the increase in Sc. Figure 3 denotes the effect of velocity for different values of (n =1, 2, 3, 4, 7), it is seen that velocity decreases with the increase in n.
  • 4. Anitha. S. et al. Int. Journal of Engineering Research and Application www.ijera.com ISSN : 2248-9622, Vol. 7, Issue 4, ( Part -2) April 2017, pp.30-36 www.ijera.com DOI: 10.9790/9622-0704023036 33|P a g e The effect of velocity for different values of (m = 1, 2, 3, 4, 7) is shown in figure 4, it depict that velocity increases with increase in m. Figure 5 depicts the effect of velocity for (M = 1, 2, 3, 4, 7), the graph show that velocity decreases with the increase in M. The effect of velocity for different values of (Gr = 1, 2, 3, 4, 7) is presented in figure 6, it is seen that velocity increases with the increase in Gr. The effect of velocity for different values of (Gc = 1, 2, 3, 4, 7) is displayed in figure 7, it is observed that velocity increases with the increase in Gc. The effect of velocity for different values of (K = 0.0001, 0.01, 0.05, 0.08, 0.1) is shown in figure 8, it is observed that velocity increases with the increase in K. Figure 1: velocity profiles for different values of Pr. Figure 2:Velocity profiles for different values of Sc. Figure 3: Velocity profiles for different values of n. Figure 4: Velocity profiles for different values of m. Figure 5:Velocity profiles for different v alues of M. 0 1 2 3 4 5 6 -0.1 0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 y u M=1 M=2 M=3 M=4 M=7 0 1 2 3 4 5 6 7 0 0.5 1 1.5 2 2.5 y u m=0.5 m=1 m=1.5 m=2 m=2.5 0 1 2 3 4 5 6 7 8 -0.02 0 0.02 0.04 0.06 0.08 0.1 0.12 y u n=1 n=2 n=3 n=4 n=7 0 0.5 1 1.5 2 2.5 3 3.5 4 4.5 5 0 0.02 0.04 0.06 0.08 0.1 0.12 0.14 y u Sc=0.3 Sc=0.6 Sc=0.8 Sc=1 Sc=2.01 0 1 2 3 4 5 6 7 0 0.01 0.02 0.03 0.04 0.05 0.06 0.07 y u Pr=0.71 Pr=1 Pr=3 Pr=7
  • 5. Anitha. S. et al. Int. Journal of Engineering Research and Application www.ijera.com ISSN : 2248-9622, Vol. 7, Issue 4, ( Part -2) April 2017, pp.30-36 www.ijera.com DOI: 10.9790/9622-0704023036 34|P a g e Figure 6: Velocity profiles for different values of Gr. Figure 7: Velocity profiles for different values of Gc. Figure 8: Velocity profiles for different values of K. 4.2 Temperature profiles In figure 9, the effect of temperature for different values of (Pr = 0.025, 0.71, 1, 3, 7) is given. The graph show that temperature decreases with increasing Pr. Figure 10 shows the effect of temperature for different values of (n = 0.025, 0.71, 1, 3, 7). The graph show that temperature decreases with decreasing n. Figure 9: Temperature profiles for different values of Pr. Figure 10: Velocity profiles for different values of n. 4.3 Concentration profiles Figure 11 depicts the effect of concentration for (Sc = 0.3, 0.6, 0.8, 1, 2.01), it is seen that concentration decreases with the increase in Sc. The effect of concentration for ( n = 0.3, 0.6, 0.8, 1, 2.01) is given in figure 12, it is seen that concentration decreases with the decrease in n. Figure 11: Concentration profiles for different values of Sc. 0 1 2 3 4 5 6 7 8 9 10 0 0.2 0.4 0.6 0.8 1 1.2 1.4 y C Sc=0.3 Sc=0.6 Sc=0.8 Sc=1 Sc=2.01 0 2 4 6 8 10 0 0.2 0.4 0.6 0.8 1 1.2 1.4 y n=1 n=5 n=10 n=50 0 1 2 3 4 5 6 7 8 9 10 0 0.2 0.4 0.6 0.8 1 1.2 1.4 y Pr=0.025 Pr=0.71 Pr=1 Pr=3 Pr=7 0 1 2 3 4 5 0 0.05 0.1 0.15 0.2 0.25 0.3 0.35 y u K=0.001 K=0.01 K=0.05 K=0.08 K=0.1 0 1 2 3 4 5 6 -0.1 0 0.1 0.2 0.3 0.4 0.5 0.6 y u Gc=1 Gc=2 Gc=3 Gc=4 Gc=7 0 1 2 3 4 5 6 7 -0.2 0 0.2 0.4 0.6 0.8 1 1.2 y u Gr=1 Gr=2 Gr=3 Gr=4 Gr=7
  • 6. Anitha. S. et al. Int. Journal of Engineering Research and Application www.ijera.com ISSN : 2248-9622, Vol. 7, Issue 4, ( Part -2) April 2017, pp.30-36 www.ijera.com DOI: 10.9790/9622-0704023036 35|P a g e Figure 12: Concentration profiles for different values of n. V. SUMMARY AND CONCLUSION We have examined and solved analytically the governing equations for the effect of mass transfer and Hall current on unsteady MHD flow of a viscoelastic fluid in a porous medium analytically. In order to point out the effect of physical parameters namely; thermal Grashof number, mass Grashof number, Schmidt number, Prandtl number, viscoelasticity parameter, Hartmann number, Hall parameter and the frequency of oscillation on the flow field. We observe that, the velocity increases with the increase in Gc, Gr, m, and K, and it decreases with increase in Sc, n,M and Pr. Temperature decreases with increase in Pr and n, and concentration decreases with the increase in Sc and n. REFERENCES [1]. Aboeldahab, E. M. and Elbarby, E. M. E. (2001). Hall current effect on Magnetohydrodynamics free convection flow past a Semi – infinite vertical plate with mass transfer. Int. Journ. of Engineering Sciences. 39. 1641 – 1652. [2]. Daniel Simon (2014). Effect of Heat of Transfer on Unsteady Mhd Couette Flow Between Two Infinite Parallel Porous Plates In An Inclined Magnetic Field. International Journal of Mathematics and Statistics Invention (IJMSI). 2.2321 – 4759 [3]. Magaji AS. (2016).Unsteady MHD mixed convective oscillatory flow through a porous medium filled in a vertical channel with heat and mass transfer.Journal of Scientific and Engineering Research. 3(3). 2394-2630 [4]. Masthanrao. S, Balamurugan. K. S, Varma. S. V. K, and Raju.V. C. C. (2013). Chemical Reaction and Hall Effects on MHD Convective Flow along an Infinite Vertical Porous Plate with Variable Suction and Heat Absorption. Applications and AppliedMathematics: An International Journal(AAM). 8(1). 1932-9466. [5]. Ramana Murthy. M. V, Srinivasa Raju. R, Anand Rao. J. ( 2015 ).Heat and Mass Transfer Effects on MHD Natural Convective Flow Past an Infinite Vertical Porous Plate with Thermal Radiation and Hall Current. Procedia Engineering. 127. 1330 – 1337 [6]. Shit.G .S and Haldar. R. (2012). Combined Effects of Thermal Radiation and Hall Current on [7]. MHD Free-Convective Flow and Mass Transfer over a Stretching Sheet with Variable Viscosity. Journal of Applied Fluid Mechanics. 5(2). 1735-3572 [8]. Sravanthi .C. S. Leela Ratnam. A. and Bhaskar Reddy. N. (2013). Thermo-Diffusion and Chemical Reaction Effects on a Steady Mixed Convective Heat and Mass Transfer Flow with Induced Magnetic Field. International Journal of Innovative Research in Science, Engineering and Technology. 2(9). 2319-8753 [9]. Subbaiah Naidu. K.Ch. V. (2016). Hall Current Effects on Free Convective Flow of Stratified Fluid over an Infinite vertical porous plate.IOSR Journal of Mathematics (IOSR-JM). 12(5). 2278-5728 [10]. Vedavathi. N, Ramakrishna. K, Jayarami Reddy. K. (2015). Radiation and mass transfer effects on unsteady MHD convective flow past an infinite vertical plate with Dufour and Soret effects. Ain Shams Engineering Journal. 6. 363–371 [11]. Takhar (2006). Unsteady flow free convective flow over an infinite vertical porous platedue to the combined effects of thermal and mass diffusion, magnetic field and Hall current. Journal of Heat and Mass Transfer. 39, 823 – 834. APPENDIX 4 PrPr 2 in a   , am  2 Pr 2 , 1 ScScd  11 ScScd  , 2 1 1 2 4 d inddd b   , 2 1 4 b d d m  , 4 11        inK P              22 1 11 4 m imM k in P , 1 2 3 P P P  2 1 3 2 1 4 41 P PP c   , , 2 1 1 6 c P m  0 2 4 6 8 10 0 0.2 0.4 0.6 0.8 1 1.2 1.4 y C n=1 n=5 n=10 n=50
  • 7. Anitha. S. et al. Int. Journal of Engineering Research and Application www.ijera.com ISSN : 2248-9622, Vol. 7, Issue 4, ( Part -2) April 2017, pp.30-36 www.ijera.com DOI: 10.9790/9622-0704023036 36|P a g e 876 AAA            3 1 42 41 8 P P m mP Gc A           3 1 22 21 7 P P m mP Gr A