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Journal of Natural Sciences Research                                                            www.iiste.org
ISSN 2224-3186 (Paper) ISSN 2225-0921 (Online)
Vol.2, No.3, 2012

Analytical Solution of a Steady Non-Reacting Laminar Fluid Flow
  in a Channel Filled With Saturated Porous Media with Two
        Distinct Horizontal Impermeable Wall Conditions

                               Olaseni Taiwo Lamidi 1*, Reuben Olafenwa Ayeni 2

     1.        Department of Physical Sciences, College of Natural and Applied Sciences, Bells University of
                          Technology, P.M.B.1015, Ota, Nigeria, Tel: +234-705-884-6951
2.         Department of Pure and Applied Mathematics, Faculty of Pure and Applied Sciences, Ladoke Akintola
                            University of Technology, P.M.B. 4000, Ogbomoso, Nigeria
            *
              Email of the corresponding author: toamumeji@gmail.com, tamumeji@yahoo.com


Abstract

An analysis of the study of momentum and heat transfer characteristics of a non-reacting Newtonian viscous
incompressible laminar fluid flow in a channel filled with saturated porous media with both isothermal and
isoflux boundary conditions has been carried out. The dimensionless non-linear coupled ordinary differential
equations governing the flow and the heat transfer characteristics are solved analytically using the method of
undetermined coefficients. Details of velocities and temperature fields for various values of the emerging
parameters of the steady solutions of the problems are presented using contour graphs. It was shown that the
porous medium may be used to control the flow in a saturated porous media using less permeable materials
which offer greater resistance to the boundary-layer momentum development. It was further revealed that
increase in porous media permeability and decrease in ratio of viscosities, help to enhance the fluid flow;
however the input of the viscous term on the flow behaviour is insignificant for extremely lower values of Darcy
number. It was also shown that the fluid temperature is more influenced in isothermal and isoflux processes if
the Darcy number, Da, or Brinkman number, Br, or both are increased and if the ratio of viscosities M, is
decreased.
Keywords: laminar flow, porous medium, impermeable walls, isothermal, isoflux)


1.        Introduction

The study of transport phenomena in a laminar fluid flow in the channel filled with saturated porous media has
received considerable attention of scientists, engineers and experimentalists in recent years. This attention is due
mainly because this phenomenon is often observed in the field of electronics cooling system, solid matrix heat
exchanger, geothermal system, nuclear waste disposal, microelectronics heat transfer equipment, coal and grain
storage, petroleum industries, and catalytic converters. Meanwhile, the improvement in thermal systems as well
as energy utilization during the convection in any fluid is one of the fundamental problems of the engineering
processes, since improved thermal systems will provide better material processing, energy conservation and
environmental effects, (Makinde 2004).In recent times porous media models are being applied for simulating
more generalized situations such as flow through packed and fluidized beds. The majority of the studies on
convection heat transfer in porous media are based on Darcy’s law, (Darcy 1856). The accuracy of these results
is restricted to specific ranges of Darcy and Reynolds numbers. In the investigation of the importance of
Brinkman number and Forchheiwer terms in forced convection over a flat plate (Vafai and Tien 1981), it was
presented that the resulting error occurred in heat transfer coefficient when the viscous and inertial terms are
negligible. Similarly, a study revealing the wall and inertia effects in mixed convection flow over flat plate was
reported (Ranganathan and Viskanta 1984). It was indicated that in natural convection flow, wall effect is
negligible for Darcy number below than 10-5 (Tong and Subramanian 1985; Lauriat and Prasad 1986). An
experiment investigating the free convection from a horizontal circular cylinder embedded in a porous medium,
revealed that deviations from the Darcy’s law occur when the Reynolds number based on the pore diameter
exceeds 1-10, thus, the non-Darcy flow situation is more likely to prevail when the Rayleigh number is
sufficiently high and that the boundary layer approximations are relevant (Fand, Steinberg and Cheng 1986). The
study of the boundary effects in laminar mixed convection flow through an annular porous medium discussed the
conditions under which the Brinkman term can be neglected without producing an unacceptable error (Parang
and Keyhani 1987). While the fully developed laminar natural convection flows in vertical annuli in which one

                                                        80
Journal of Natural Sciences Research                                                              www.iiste.org
ISSN 2224-3186 (Paper) ISSN 2225-0921 (Online)
Vol.2, No.3, 2012

of the boundaries is isothermal has also been discussed (Joshi 1987). The combined effects of free and forced
convection in vertical cylinder embedded in a porous medium were discussed (Ramanaiah and Malarvizhi 1989),
so also was the investigation on momentum transfer based on Brinkman model in a circular cylinder (Pop and
Cheng 1992). Investigation of the solution of fully developed laminar mixed convection through a vertical
annular duct filled with porous media using the non-Darcian flow model where thermal boundary condition in
the inner and out walls are prescribed as isothermal-isothermal, isothermal-isoflux, and isoflux-isothermal
separately was carried out (Hong-Sen and Kuen-Tzong 1993). One of the first attempts to highlight this problem
was studied and the study presented two different approaches for boundary conditions for constant wall heat flux
(Amiri, Vafai and Kuzay 1995). The first approach presented in the work was based on assuming the total heat
flux being divided between the two phases depending on the physical values of their effective conductivities and
their corresponding temperature gradients at the wall. The second approach also presented assumed that each of
the individual phases at the wall receives an equal amount of the total heat flux qw (Amiri et al. 1995). In this
study, good agreements were found between the numerical results using the second approach and the available
experimental results. On the other hand, the first approach was used and good agreement was found between
their numerical and experimental results (Hwang, Wu and Chao 1995). The transient free convective flow in a
vertical channel having a constant temperature and constant heat flux on the channel walls was studied (Paul, Jha
and Singh 1996), and the first approach was used to obtain analytical solutions for the temperature profiles, the
temperature difference between the two phases, and the Nusselt number (Lee and Vafai 1999) while the solution
of mixed convection in a vertical annulus filled with a porous material considering isothermal and isoflux
heating at the outer surface of the inner cylinder when the gap between the two cylinders is less, equal and
greater than radius of the inner cylinder was obtained (Akhilesh, Jha and Singh 2001). Constant wall heat flux
boundary conditions in porous media under local thermal non-equilibrium conditions was investigated (Alazmi
and Vafai 2002) and in this work, the effects of variable porosity and thermal dispersion were also analyzed.
Different forms of constant heat flux boundary conditions found in the literature were investigated. The effects
of pertinent parameters such as porosity, Darcy number, Reynolds number, inertia parameter, and particle
diameter and solid-to-fluid conductivity ratio were analyzed. Limiting cases resulting convergence or divergence
of the models are also considered. Hitherto, it is not clear what two boundary conditions might be used for the
case of constant wall heat flux. In contrast, boundary conditions for constant wall temperature are clear; both
phases should have a temperature that equals a prescribed wall temperature. The Brinkman model was used for
the theoretical study of the mixed convection boundary layer flow past a horizontal circular cylinder with a
constant surface temperature and embedded in a fluid-saturated porous medium in a stream flowing vertically
upwards (Nazar, Amin and Pop 2003). Both the cases of a heated (assisting flow) and a cooled (opposing flow)
cylinder are considered. It is shown that the two governing dimensionless parameters- Darcy-Brinkman
parameter Г and the mixed convection parameter λ are related to thermal and viscous effects.
The study of free-convection flow through an annular porous medium addresses the Brinkman-extended Darcy
model (Brinkman flow) of a laminar free-convective flow in an annular porous region (Jha 2005). Closed form
expressions for velocity field, Temperature field, Skin-friction and Mass flow rate are given under a thermal
boundary condition of mixed kind at the outer surface of the inner cylinder while the inner surface of the outer
cylinder is isothermal. The investigation of the entropy generation rate in a laminar flow through a channel filled
with saturated porous media (Makinde and Osalusi 2005) where the upper surface of the channel was adiabatic
and the lower wall was assumed to have a constant heat flux was studied. The velocity and temperature profiles
were obtained for large Darcy number (Da) and used to obtain the entropy generation number and the
irreversibility ratio. Their result showed that heat transfer irreversibility dominates over fluid friction
irreversibility, and viscous dissipation has no effect on the entropy generation rate at the center-line of the
channel. The study of convective heat transfer in unsteady laminar parallel flows (Brereton and Jiang 2006)
revealed that, in many practical and experimental circumstances, free convection flows are generated adjacent to
surfaces dissipating heat at a prescribed heat flux rate. In the investigation of hydromagnetic mixed convection
flow of an incompressible viscous electrically conducting fluid and mass transfer over a vertical porous plate
with constant heat flux embedded in a porous medium (Makinde 2009), It was found that for positive values of
the buoyancy parameters, the skin friction increased with increasing values of both the Eckert number (Ec) and
the magnetic field intensity parameter (M) and decreased with increasing values of both the Schmidt number
(Sc) and the permeability parameter (K). Boundary layer flow over a flat plate with slip flow and constant heat
flux surface condition was studied and it was shown that the slip parameters is a function of the local Reynolds
number, the local Knudsen number, and the tangential momentum accommodation coefficient representing the
fraction of the molecules reflected diffusively at the surface (Aziz 2010). As the slip parameter increases, the slip
velocity increases and the wall shear stress decreases. Recently, the study of flow of a Maxwell fluid through a
porous medium induced by a constantly accelerating plate was carried out and the result showed that when there
is porous medium like in sand (Hassan and Fenuga 2011), the relaxation time behaviour changes as time
increases. Also it is clearly seen that velocity increases in both cases as time increases which satisfies the initial

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Journal of Natural Sciences Research                                                                         www.iiste.org
ISSN 2224-3186 (Paper) ISSN 2225-0921 (Online)
Vol.2, No.3, 2012

and boundary conditions. Thus, it implies that the porous medium has effect over the flow. They further show
that the results exist and unique.
The main objective of this thesis is to make an investigation of convection heat transfer of laminar flow in a
channel filled with saturated porous media with isothermal and isoflux heating walls and to solve the second
order ordinary differential equations for the dependent variables u and θ as functions of y and, in particular to
obtain the steady-state analytical solutions.

2.             Mathematical Formulation

         We present in this work, the set of dimensional coupled non-linear ordinary differential equations
describing a Newtonian viscous incompressible laminar flow with two distinct boundary conditions in the
mathematical models. We consider momentum and coupled heat transfer equations by laminar flow for the
steady state hydro-dynamically and thermally developed situations which have unidirectional flow of a viscous
combustible non-reacting Newtonian fluid in the x-direction between impermeable boundaries at
 y = 0 and y = a as in figure 1 below. The channel is composed of a lower heated wall with surface constant
temperature (isothermal) or constant heat flux (isoflux) while the upper wall is fixed and isothermal. We follow
closely and modify the models presented in Lamidi and Olanrewaju (2010). The additional viscous dissipation
term in our model, is due to Al-Hadhrami, Elliot and Ingham (2003), (Makinde 2006), and is valid in the limit of
very small and very large porous medium permeability.
                             u = 0,       T = Ta
                                                                           y = a

  y-axis


                             Porous matrix
  x-axis


                                                                          y =0
                                       dT    q
                      u = 0, T = Ta or    =−
                                       dy    k
                        Figure 1: Problem geometry

In the following sections, the dimensionless non-linear coupled steady-state momentum and energy balance
equations, which govern the problems, are obtained and subsequently, the resulting boundary-value problem are
solved.
The Brinkman momentum equation with its boundary conditions are
                   d 2u   µ
           µ   e        −   u + G = 0,               u (0 ) = 0,    u (a ) = 0                                           (1 )
                   dy 2   K
The dimensionless form of equation (1) is
           d 2u    u
      M         −    = − 1,                    u ( 0 ) = 0 , u (1 ) = 0                                           (2)
           dy 2   Da

The steady-state thermal energy equation for the problem is given as
                                     2
          d 2T      du 
      k        + µ 
                    dy 
                                        = 0                                                                        (3)
          dy 2         
with the following boundary conditions
      T = Ta or dT = − q at y = 0 and T = Ta at y = a , 0 ≤ y ≤ a ,                                                  (4)
                            dy            k
where in the case described above, a, Da , E , G , k , K , q , T0 , T , u , y , µ , µ e , ρ are defined in the nomenclature.
The dimensionless energy equation with its boundary conditions are respectively given as
                                 2
          d 2θ       du     
               + Br 
                     dy     
                                    = 0,                                                                         (5 )
          dy 2              
and
      θ = 0 or dθ = −1 at y = 0                                                                                   (6)
                       dy


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Journal of Natural Sciences Research                                                                             www.iiste.org
ISSN 2224-3186 (Paper) ISSN 2225-0921 (Online)
Vol.2, No.3, 2012

      θ = 0 at y = λ ,    0 ≤ λ ≤1                                                                                       (7)
In order to unify the isothermal heating and isoflux heating at one condition, we may write
     θ = 0 or dθ = −1 to A d θ + B θ = C at y =0                                                                         (8)
                dy              dy
and
    θ = 0 at y = λ ,       0 ≤ λ ≤1                                                                                  (9)
where A, B and C are constants depending on the isothermal heating or isoflux heating.
For the isothermal heating: A = 0, B = 1 and C = 0
while for isoflux heating: A = 1, B = 0 and C = -1

3.       Method of Solution

       We shall use extensively the method of undetermined coefficients in solving the formulated problems,
and the summary of the result with the corresponding contour graphical representation which we use the
symbolic algebraic computer programming software packages namely MAPLE and MATLAB programming
packages to get shall be presented.
Now, using the method of undetermined coefficients, the solution of (2) could be easily
obtained as
      u ( y ) = c 1 e n 1 y + c 2 e n 2 y + Da ,                                                 ( 10 )

where
                 1                              1                      Da ( e λ n 1 − 1)                   Da ( e λ n 2 − 1)
        n1 =        ,             n2 = −           ,            c1 =                     ,        c2 = −
                DaM                            DaM                     e λ n2 − e λ n 1                    e λ n2 − e λ n 1
Now, using (10) in (5) we have
       d 2θ
              = − Br (n 1 c 1 e n y + n 2 c 2 e n y )
                                                     2
           2
                                  1              2
                                                                                           (11 )
       dy
Solving for homogeneous and particular parts to get the general solution using the method of undetermined
coefficients, we have
        θ ( y) =θ c (y) + θ   p   (y)
i.e
        θ ( y ) = c3 + c4 y − (c5e 2 n y + c6 e 2 n
                                           1            2   y
                                                                + c 7 y 2 ) Br c 8 ,                             (12 )
where
        c3 = c9 (−c10 + c11 + c12e 2λ n 1 − c13e 2λ n2 ), c4 = −c9 (c14 − c15e 2λ n 2 − c16e2λ n 1 ),
             1 2                  1                                                                         1
        c5 =   c 2 DaM ,     c 6 = c 12 DaM ,           c 7 = c1 c 2 ,                           c8 =       2    2
                                                                                                                     ,
             4                    4                                                                       Da M
                      1
        c9 =                    ,        c 10 = 4 Brc 1 c 2 λ 2 A
             4 Da M ( B λ − A )
                   2  2


       c11 = λ Br ( 2 A DaM + BDaM )(c 2 + c12 ) + 4λ CDa 2 M 2 ,
                                       2


       c 12 = − Br c 2 DaMA ,
                     2
                                                c 13 = Brc 12 DaMA ,
       c 14 = Br ( 2 A DaM + BDaM )( c 2 + c 12 ) + 4 CDa 2 M
                                       2                                       2
                                                                                   − 4 BBrc 1 c 2 λ 2 ,
        c 15 = B c 12 DaMBr ,                  c 16 = Bc 2 DaMBr ,
                                                         2




4.    Results and Discussion
Velocity Profile

The velocity profiles for various values of Da and M are shown in figures 2 to 4 for equation (3). As expected
the figures demonstrate that the flow is of parabolic type. It is revealed in figure 2 that the velocity profile of the
fluid increases as Darcy number, Da, increases. This is due to the physical fact that for a large Darcy number,
Da, the permeability of the medium is large and as a result of it, less resistance is offered by the medium on the

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Journal of Natural Sciences Research                                                               www.iiste.org
ISSN 2224-3186 (Paper) ISSN 2225-0921 (Online)
Vol.2, No.3, 2012

flow field. In figure 3, the change in velocity is negligible for all values of M when Da = 0.001(very small)
hence it is shown clearly that the input of viscous term on the flow behaviour is insignificant for lower values of
Darcy number, whereas in figure 4, the velocity decreases as M increases when Da = 0.1. This implies that a
decrease in ratio of viscosities M indicates that the effective viscosity is less than the fluid viscosity. In general,
we observe that the flow is parabolic and symmetrical about the y = 0.5. Thus, increase in porous media
permeability and decrease in ratio of viscosities help to enhance the fluid flow.

Temperature Profile

          Figures 5 to 13 show the influences of the emerging parameters on the fluid temperature distribution
within the channel. With the isothermal boundary conditions, it is observed in figure 5 that the temperature of the
fluid increases as porous media permeability (Darcy number) increases. In figure 6, the temperature profile is
also seen to be reducing as the ratio of viscosities, M, increases; this is due largely to the fact that, as ratio of
viscosities, M, increases, the effective viscosity increases which results in a corresponding decrease in the fluid
temperature within the channel. In figure 7, the simultaneous effects of the Darcy number, Da and ratio of
viscosities, M were shown; this confirms that the effects of Darcy number and the ratio of viscosities, M are to
increase and decrease respectively the temperature of the fluid.
          In the case of an isoflux heating condition in figure 8- 10, the fluid temperature profiles increase as Da
increases. In figure 9, it was deduced that as the fluid temperature reduces, the viscosities ratio, M increases.
Figure 10 displayed the simultaneous effects of the Darcy number, Da and ratio of viscosities, M, this confirms
that the temperature increases with increase in Darcy number and decreases with increase in ratio of viscosities,
M. We emphasize in figure 11 to 13, the variation in Br on the temperature distribution within the channel. We
discover in figure 11 for isothermal heating process that the fluid temperature profiles increase with increasing
Brinkman number Br. Also in the case of isoflux heating process, in figure 12, the fluid temperature increases as
Br increases. Alternatively, this also implies that decrease in Br decreases the temperature. We can deduce here
that, heat produced by viscous dissipation is being transported away by conduction. In figure 13, we show the
simultaneous effects of the Brinkman number, Br and ratio of viscosities, M with isoflux boundary condition,
this confirms that the temperature increases with increase in Brinkman number and decreases with increase in
ratio of viscosities, M.
Comparatively from these figures above, the magnitude of heat generated in the isoflux heating channel is
greater than that of isothermal heating channel in the presence of the dimensionless emerging parameters
mentioned.


5.       Conclusion

We have extensively studied the theory of laminar flow through a saturated porous media with isothermal and
isoflux heating walls. The various combinations of emerging parameters revealed much insight into the
behaviour of the flow.
          From our results, we established that:
(i) Porous medium may be used to control the flow in saturated porous media using less permeable materials
which offer greater resistance to the boundary layer momentum development.
(ii) Input of viscous term on the flow behaviour is insignificant for extremely lower values of Darcy number (Da
= 0.001) whereas for large Darcy number, porosity of the medium increases, hence fluid flows quickly.
(iii) The flow is parabolic in nature and symmetrical about y = 0.5
(iv) Heat produced by viscous dissipation is being transported away by conduction
(v) Fluid temperature is more influenced in both isothermal and isoflux processes, if either the Darcy number
Da, or Brinkman number Br, or both are increased and the ratio of viscosities M is decreased. However, the
magnitude of heat generated in the isoflux heating channel is greater than that of isothermal heating channel in
the presence of the dimensionless emerging parameters mentioned.


References

Akhilesh, K.M., Jha, B.K., Singh, A.K. (2001) “Mixed Convection in a Vertical Annulus Filled with a Porous
Matrix”, Thermal Systems and Heat         Transfer (Proceeding of Third National Conference on Thermal
Systems) TNCT.




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Journal of Natural Sciences Research                                                       www.iiste.org
ISSN 2224-3186 (Paper) ISSN 2225-0921 (Online)
Vol.2, No.3, 2012

Alazmi, B., Vafai, K. (2002) “Constant Wall Heat Flux Boundary Conditions in Porous Media under Local
Thermal Non-equilibrium Conditions”, Int.Journal of Heat Mass Transfer. 45: 3071-3087.

Al-Hadrami, A.K., Elliot, L, Ingham, D.B. (2003) “A New Model for Viscous Dissipation in Porous Media
across a Range of Permeability Values”, Transport Porous Media, 53: 117-122.

Amiri, A., Vafai, K., Kuzay, T.M. (1995) “Effects of Boundary Conditions on Non-Darcian Heat
Transfer through Porous Media and Experimental Comparisons”, Numerical Heat Transfer, Part A (27): 651-
664.

Aziz, A. (2010) “Hydrodynamic and Thermal Slip Flow Boundary Layers over a Flat Plate with Constant Heat
Flux Boundary Condition”, Commun Non-linear Sci Numer Simula, 15: 571-580.

Brereton, G.J., Jiang, Y. (2006) “Convective Heat Transfer in Unsteady Laminar Parallel Flows”, Physics of
Fluid,. 18: 103602-103602-15.

Darcy, H. (1856) “Les Fountains Publiques de la Ville de Dijon. (“The Public Fountains of the Town of
Dijon’’)”, Dalmont, Paris.

Fand, R.M., Steinberg, T.E., Cheng, P. (1986). “Natural Convection Heat Transfer from a Horizontal Cylinder
Embedded in a Porous Medium”, Int. J. Heat Mass Transfer, 29: 119-133.

Hassan, A.R., Fenuga, O.J. (2011) “Flow of a Maxwell Fluid through a Porous Medium Induced by a Constantly
Accelerating Plate”, J. Nigerian   Association of Mathematical Physics, 19: 249 -254.

Hong-Sen, K., Kuen-Tzong, lu. (1993) “The Analytical Solution of Mixed Convection in a Vertical Channel
Embedded in Porous Media with Asymmetric Wall”, Int. comm. heat mass transfer, 20: 737-750.
Hwang, G.J., Wu, C.C., Chao, C.H. (1995) “Investigation of Non-Darcian Forced Convection in an
Asymmetrically Heat Sintered Porous Channel”, Journal of heat transfer, 117: 725-732.

Jha, B.K. (2005) “Free-Convection Flow through an Annular Porous Medium”, Heat and Mass Transfer. 41:
675-679.

Joshi, H.M. (1987). “Fully Developed Natural Convection in an Isothermal Vertical Annular Duct”, Int. Comm.
Heat Mass Transfer 14, 657-664.

Lamidi, O.T., Olanrewaju, P.O. (2010) “Analysis of the Effect of Viscous Dissipation on the Temperature
Profile of the Laminar Flow in a Channel Filled with Saturated Porous Media”, Pacific Journal of Science and
Technology,       11(1): 37-44.

Lauriat, G., Prasad, V. (1986) “Natural Convection in a Vertical Porous Cavity a Numerical Study for Brinkman
Extended Darcy Formulation. ASME HTD. 56: 13-22.

Lee, D.L., Vafai, K. (1999) “Analytical Characterization and Conceptual Assessment of Solid and Fluid
Temperature Differentials in Porous Media”, Int. Jr. Heat Mass Transfer, 42: 423-435.

Makinde, O.D. (2004) “Exothermic Explosion in a Slab: A Case Study of Series Summation     Technique”,     Int.
Comm. Heat and Mass Transfer. 31(8). 1227-1231.

Makinde, O.D. (2006) “Thermal Ignition in a Reactive Viscous Flow through a Channel Filled with a Porous
Medium”, Journal of Heat Transfer by ASME, 128: 601-604.

Makinde, O.D. (2009) “On MHD Boundary-Layer Flow and Mass Transfer Past a Vertical Plate in a Porous
Medium with Constant Heat Flux”, Faculty of Engineering, Engineering      Papers and Reports, Cape
Pennisula University of Technology, South Africa, [Online] Available: http:/www.emeraldsight.com/0961-
5539.htm.

Makinde, O.D., Osalusi E. (2005) “Second Law Analysis of Laminar Flow in a Channel Filled with
Saturated Porous Media”. Entropy ISSN. 1099-4300, [Online] Available: http:/www.mdpi.org/entropy.

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Vol.2, No.3, 2012


Nazar, R., Amin, N., Pop, I. (2003) “The Brinkman Model for the Mixed Convection Boundary Layer Flow Past
a Horizontal Circular Cylinder in a Porous Medium”, Int. J. Heat Mass Transfer. 46: 3167-3178.
[Online] Available: http:/www.elsevier.com/locate /ijhmt.

Parang, M., Keyhani, M. (1987) “Boundary Effect in Laminar Mixed      Convection Flow through an Annular
Porous Medium”, ASME, Jr. of Heat Transfer, 109: 1039-1041.

Paul, T., Jha, B.K., Singh, A.K. (1996) “Transient Free Convective Flow in a   Channel with Constant Heat
Flux on Walls”, Heat and Mass Transfer, 32: 61-63.

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Brinkman Model”, Int. Journal Eng. Science. 30: 257-262.

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Heat and Mass Transfer, 24: 195-204.

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Nomenclature

        We give the definition of some parameters that feature prominently in this write-up and except
otherwise stated, these parameters will assume the definition given.

      a                  channel width
      Br                 Brinkman number
      Da                 Darcy number
      G                  applied pressure gradient
      k                  fluid thermal conductivity
      K                  permeability
      M                  ratio of viscosities
       q                 fluid flux rate
      To                 wall temperature
      T                  absolute temperature
       u                 dimensionless fluid velocity
      u                  fluid velocity
      x                  axial coordinate
      y                  dimensionless transverse coordinate
      y                  transverse coordinate

Greek Symbols

     µ        fluid viscosity
     µe      effective viscosity in the Brinkman term
      θ      dimensionless temperature
     ρ        fluid density


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ISSN 2224-3186 (Paper) ISSN 2225-0921 (Online)
Vol.2, No.3, 2012

Dimensionless Group

                  y                              dimensionless transverse coordinate
y=
                  a
             µu                                  dimensionless velocity
u=
             Ga 2
            µe                                   ratio of viscosities
M=
            µ

Da =
             K                                   dimensionless Darcy number
             a2
            G 2a3                                dimensionless Brinkman number
Br =
             qµ

θ=
           k
              (T − T0 )
                                                 dimensionless temperature
           qa




.
Graphs


                   1          0                                                                      0                                                       1                   0.00033333 4.7619e-005
                                                                                                                                                                                  0.00014286 9.5238e-005
                                                                                                                                                                                0.00023810.00019048
                                                                                                                                                                                                 0.00028571
                                                                                                                                                                             0.00066667 0.00042857
                                                                                                                                                                                          0.00038095
                                                                                                                                                                         0.00085714 0.00057143 0.00080952
                                                                                                                                                                                         0.00052381
                                                                                                                                                                                            0.00047619
                                                                                                                                                                         0.0007619 0.000952380.00061905
                                                                                                                                                                             0.00090476 0.00071429
                                                                                                                                                                                                                          0.000333334.7619e-005
                                                                                                                                                                                                                           0.00014286 9.5238e-005
                                                                                                                                                                                                                         0.00023810.00019048
                                                                                                                                                                                                                                  0.00038095
                                                                                                                                                                                                                                         0.00028571
                                                                                                                                                                                                                                 0.00042857
                                                                                                                                                                                                                                  0.00052381
                                                                                                                                                                                                                                    0.00047619
                                                                                                                                                                                                                  0.0007619 0.00057143 0.00080952
                                                                                                                                                                                                                      0.00066667 0.00071429
                                                                                                                                                                                                                  0.00085714 0.000952380.00061905
                                                                                                                                                                                                                      0.00090476
                                                                                                                                                                                                                                                                       0.00033333 4.7619e-005
                                                                                                                                                                                                                                                                        0.00014286 9.5238e-005
                                                                                                                                                                                                                                                                      0.00023810.00019048
                                                                                                                                                                                                                                                                                0.00038095
                                                                                                                                                                                                                                                                                       0.00028571
                                                                                                                                                                                                                                                                              0.00042857
                                                                                                                                                                                                                                                                               0.00052381
                                                                                                                                                                                                                                                                                  0.00047619
                                                                                                                                                                                                                                                               0.0007619 0.00057143 0.00080952
                                                                                                                                                                                                                                                                   0.00066667 0.00071429
                                                                                                                                                                                                                                                               0.00085714 0.000952380.00061905
                                                                                                                                                                                                                                                                   0.00090476

                                                                                      0.01                                   0.01
                                                 0.01                                                                          0.02
                  0.9                                                                         0.02                                                          0.9
                                                                                                                             0.03
                                                    0.0
                                                        2                                     0.03                                                          0.8
                  0.8                                                                                                 0.04

                  0.7                                                                                                         0.05                          0.7
                                                                                          4
                           0.0 1




                                                                                   0 .0
                                                        0 .0 3




                  0.6                                                                                                                                       0.6
                                                                                                                                           P o s itio n y
   P os ition y




                                                                                                                                 0 .0 6




                  0.5                                                                                                                                       0.5
                                                                                                      0 .0 5
                                         0 .02




                  0.4                                                                                                                                       0.4
                                                                                   0. 0
                  0.3                                                                     4                                                                 0.3
                                                                 0. 0
                           0 .0 1




                                                                        3
                  0.2                                                                                                  0.04                                 0.2
                                                        0.02                                                0.03
                  0.1                                                                                0.02                                                   0.1
                                                        0.01
                                                                                                     0.01
                                                                                                                                                                         0.00061905 0.00095238 0.00042857
                                                                                                                                                                           0.00080952 0.00047619 0.00090476
                                                                                                                                                                       0.00052381 0.00085714 0.00019048
                                                                                                                                                                                0.00071429 0.0007619
                                                                                                                                                                        0.00057143       0.00066667               0.00061905 0.00095238 0.00042857
                                                                                                                                                                                                                    0.00080952 0.000476190.00090476
                                                                                                                                                                                                                0.00052381
                                                                                                                                                                                                                 0.00057143
                                                                                                                                                                                                                            0.00085714
                                                                                                                                                                                                                         0.00071429 0.0007619
                                                                                                                                                                                                                                  0.00066667                   0.00080952 0.00095238 0.00042857
                                                                                                                                                                                                                                                                       0.00085714      0.00090476
                                                                                                                                                                                                                                                                    0.00071429 0.0007619
                                                                                                                                                                                                                                                            0.00057143
                                                                                                                                                                                                                                                             0.00061905
                                                                                                                                                                                                                                                           0.00052381        0.00066667
                                                                                                                                                                                                                                                                            0.00047619 0.0002381
                   0                0                                                          0                                                             0           0.00028571 9.5238e-005 0.00038095
                                                                                                                                                                                 0.00033333
                                                                                                                                                                                         0.00014286 0.0002381
                                                                                                                                                                                   4.7619e-005                    0.000285719.5238e-005 0.00038095
                                                                                                                                                                                                                          0.00033333 0.00019048
                                                                                                                                                                                                                                  0.00014286 0.0002381
                                                                                                                                                                                                                            4.7619e-005                      0.00028571 9.5238e-005 0.00038095
                                                                                                                                                                                                                                                                     0.00033333 0.00019048
                                                                                                                                                                                                                                                                             0.00014286
                                                                                                                                                                                                                                                                       4.7619e-005

                          0.01          0.02     0.03       0.04            0.05   0.06              0.07      0.08   0.09          0.1                           1      1.1             1.2             1.3    1.4            1.5            1.6        1.7            1.8             1.9         2
                                                                             Da                                                                                                                                                M

                        Figure 2: Contour Graph of velocity u(y)                                                                                                      Figure 3: Contour Graph of velocity u(y)
                          at various values of Da with M = 1.0                                                                                                         at various values of M with Da = 0.001
                                                            for equation (3)                                                                                                                              for equation (3)




                                                                                                                                          87
Journal of Natural Sciences Research                                                                                                                                                                                                                                                                               www.iiste.org
ISSN 2224-3186 (Paper) ISSN 2225-0921 (Online)
Vol.2, No.3, 2012


                                1 0             0         0
                                                           0.2
                                                               0       0 0           0                  0             0                    0                 0
                                      0.4                                                        0.2                                 0.2                                                                    1                                                                                        0                                            0
                                                                                0.4                                   0.4
                                          0.8                           0.6                                                                                                                                                                                                                        0.002
                   0.9 1                                                             0.8
                                                                                                              0.6
                                                                                                                                                      0.6                                               0.9                                                          0.002
                                                1.2                             1                                         0.8                                                                                                                                                                                           0.004
                   0.8                                                                                              1
                                                 1.4                                      1.2                                                                                                           0.8
                                                                                                                                                                                                                                                                                                                                  0.006




                                                                                                                                                                                                                                                                                      4
                                                                                                                                                                 1




                                                                                                                                                                                                                                                                                     00
                   0.7                    1.6
                                                                                                                              1.2




                                                                                                                                                                                                                                                                                   0.
                                                                                           1.4                                                                                                          0.7

                   0.6                                                                                                                                                                                  0.6




                                                                                                                                                                                                                                                 0.002
  P o s itio n y




                                                                                                                                                                                     P os it ion (y )
                                 1 .8




                                                                              1 .6




                                                                                                                                                                                                                                                                                                   0.00 6
                   0.5                                                                                                                                                                                  0.5




                                                                                                                                                                                                                                                                                                                                        0. 00 8
                                                                                                                                                             1 .2
                   0.4                                                                                         1 .4                                                                                     0.4




                                                                                                                                                                                                                                                                              0.00
                                                                                                                                                                                                                                                                               4
                   0.3                              1.6                        1.4                                      1.2                                                                             0.3
                                                                                                                                                                 1

                   0.2 1.4                                                          1.2                               1                                                                                                                                                                                                           0.006
                                                                                                                                                                                                        0.2




                                                                                                                                                                                                                                                 0.0
                                          1.2                                   1                                                   0.8




                                                                                                                                                                                                                                                         02
                                                                                                 0.8                                                                                                                                                                                                     0.004
                   0.1 1                                  0.8                                                          0.6                                                                              0.1
                                                                               0.6                                   0.4
                                    0.6                                      0.4                                                                                                                                                                                                        0.002
                                  0.4                                     0.2                                     0.2                                        0.2                                                                                                                                                                   0.002
                                0 0                        0      0        0       0                               0                           0         0                                                  0     0                                                   0
                                 1              1.1             1.2     1.3              1.4      1.5       1.6         1.7         1.8            1.9               2                                            0.01         0.02                  0.03              0.04 0.05 0.06                       0.07             0.08             0.09
                                                                                                  M                                                                                                                                                                    isothermal Da

                                      Figure 4: Contour graph of velocity u(y)                                                                                                                                  Figure 5: Contour graph of temperature
                                       at various values of M with Da = 0.1                                                                                                                                       θ(y) at different values of Da with
                                                   for equation (3)                                                                                                                                                Br = 0.3, M = 1.0 for equation (9)




                                 1 0                                            0
                                                                                                                                                                                                        2
                                                                       0.002
                                0.9                                                                         0.002
                                                                                                                                                   0.002
                                                                                                                                                                                                                                                                                                 42




                                                                        0.004                                                                                                                1.9
                                                                                                                                                                                                                                                                                             34




                                            0.006
                                                                                                                                                                                                                                                                                            03




                                0.8                                                                         0.004                                                                                                                                                                                                                 29
                                                                                                                                                                                                                                                                                          0. 0




                                                                                                                                                                                             1.8                                                                                                                             43
                                                                                                                                                                                                                                                                                                                        00
                                                                                                                                                                                                                                                                                                                   0.
                                0.7         0.0                                  0. 0
                                                                                                                                                                                                                                       45




                                                                                                                                               0. 0                                          1.7
                                                    08                                   06                                                           04
                                                                                                                                                                                                                                   0 .0 0 1 37




                                0.6                                                                                                                                                          1.6
            P o s itio n (y )




                                                                                                                                                                         is oth e rm a l M




                                                                                                                                                                                                                                                              3593



                                                                                                                                                                                                                                                                                442




                                0.5
                                                                                                                                                                                                                                                                                                 9
                                                                                                                                                                                                                                                          0 .0 0 2



                                                                                                                                                                                                                                                                              03 3




                                                                                                                                                                                             1.5
                                                                                                                                                                                                                                                                                             32



                                                                                                                                                                                                                                                                                                                    9
                                                                                                                                                                                                                                                                                                                   13
                                                                                                                                                                                                                                                                                            04
                                                                                                                                                                                                                                                                             0.0




                                                                                                                                                                                                                                                                                                              53
                                                                                                                                                                                                                                                                                          0.0




                                0.4
                                                                                                                                                                                                                                                                                                            00




                                                                                                                                                                04                           1.4
                                                                                                                                                         0. 0
                                                                                                                                                                                                                                                                                                            0.




                                                                                            06                                                                                                                                                                                                                                          7
                                            .0 0
                                                 8                                   0 .0                                                                                                                                                                                                                                          98
                                0.3 0                                                                                                                                                        1.3                                                                                                                             62
                                                                                                                                                                                                                             745




                                                                                                                                                                                                                                                                                                                         0
                                                                                                                                                                                                                                                                                                                    0. 0
                                                                                                                  0.004
                                                                                                                                                                                                                          0 .0 0 1 3




                                0.2                                                                                                                                                          1.2                                                                                                                                        6
                                                0.006                                                                                                                                                                                                                                                                              83
                                                                                                                                                                                                                                                  3593


                                                                                                                                                                                                                                                                     42




                                                                                                                                                                                                                                                                                                                              72
                                                                                                                                                                                                                                                                                            39




                                                                              0.004
                                                                                                                                                                                                                                                                               32 9




                                                                                                                                                                                                                                                                                                                         0
                                                                                                                                                                                                                                                                 3 34




                                                                                                                                                                                                                                                                                          31




                                0.1                                                                                             0.002                                                                                                                                                                               0. 0
                                                                                                                                                                                                                                                                                        05
                                                                                                                                                                                                                                                                             04
                                                                                                                                                                                                                                             0 .0 0 2




                                                                                                                                                                                             1.1
                                                                                                                                                                                                                                                              0.0 0




                                                                                                                                                                                                                                                                                      0.0




                                                                                              0.002
                                                                                                                                                                                                                                                                          0.0




                                                      0.002
                                 0         0                                         0                                                                       0                                          1
                                      1              1.1         1.2     1.3              1.4 1.5 1.6                   1.7         1.8        1.9               2                                          0   0.01     0.02            0.03             0.04 0.05 0.06                    0.07      0.08         0.09                0.1
                                                                                            isothermal M                                                                                                                                                     isothermal Da

                                      Figure 6: Contour graph of temperature                                                                                                                                Figure 7: Contour graph of temperature
                                         θ(y)at different values of M with                                                                                                                                  θ(y) at various values of Da and M with
                                         Br = 0.3, Da = 0.1 for equation (9)                                                                                                                                    Br = 0.3, y = 0.5 for equation (9)




                                                                                                                                                                         88
Journal of Natural Sciences Research                                                                                                                                                                                                                             www.iiste.org
ISSN 2224-3186 (Paper) ISSN 2225-0921 (Online)
Vol.2, No.3, 2012


                       1                                                                                                                                                 1

                      0.9     0.11691                          0.11691                               0.11691                                                        0.9           0.11725                          0.11725                        0.11725

                      0.8                                                                                                                                           0.8
                                          0.23383                      0.23383                               0.23383                                                                       0.2345                          0.2345                           0.2345
                      0.7                                                                                                                                           0.7
                                          0.35074                      0.35074                               0.35074                                                                                  0.35176                    0.35176                                 0.35176
                      0.6                                                                                                                                           0.6
  P o s itio n (y )




                                                                                                                                                 P o s ition (y )
                                                               0.46766                               0.46766                                                                     0.46901                       0.46901                          0.46901
                               0.46766
                      0.5                                                                                                                                           0.5
                                                                  0.58457                                 0.58457                                                                                     0.58626                    0.58626
                                      0.58457                                                                                                                                                                                                                            0.58626
                      0.4                                                                                                                                           0.4

                                                                  0.70148                                 0.70148                                                                   0.703 51                        0.70351
                      0.3             0.70148                                                                                                                       0.3                                                                            0.70351

                                                                       0.8184                                0.8184                                                                         0.820 77
                      0.2                  0.8184                                                                                                                   0.2                                                    0.82077                          0.82077

                      0.1                                   0.93531                              0.93531                                                            0.1                    0.938 02                        0.93802
                            0.935 31                                                                                                                                                                                                                      0.93802

                       0                                                                                                                                                 0
                               0.01        0.02      0.03      0.04 0.05           0.06               0.07       0.08              0.09                                      1       1.1        1.2      1.3        1.4      1.5 1.6             1.7       1.8           1.9          2
                                                                 isoflux Da                                                                                                                                               isoflux M

                         Figure 8: Contour graph of temperature                                                                                                                Figure 9: Contour graph of temperature
                        θ(y) at various values of Da with Br = 0.3,                                                                                                          θ(y) at different values of M with Br = 0.3,
                                 M = 1.0 for equation (9)                                                                                                                             Da = 0.1 for equation (9)




                        2                                                                                                                                                1 0                0                  0             0       0                      0        0               0
                                                                      36




                                                                                                                                                                                                                                                                               0.01
                      1.9
                                                                  08




                                                                                                                                                                        0.9
                                                                                                                                                                                                                                          0.01
                                                                0.5




                      1.8                                                                                                                                               0.8
                                                                                                 21
                                                                                            51




                                                                                                                                                                                                                                                                 2
                                                                                        0.




                                                                                                                                        4                                                                                                                 0. 0
                      1.7                                                                                                          58                                   0.7
                                                                                                                                                                                                                   1
                                                                                                                                                                                                               0.0




                                                                                                                              1
                                                                                                                         0. 5
                      1.6                                                                                                                                               0.6
                                                                                                                                                    P o s itio n (y )
                                      62



                                                        6
                                                     08 3
   is o flu x M



                                  0.504




                      1.5                                                                                                                                               0.5
                                                    0.5




                                                                       1
                                                                      12




                                                                                                                                                                                                                                                                                 0 .0 3




                                                                                                     84
                                                                  0. 5




                                                                                                 5                             8
                                                                                            . 51
                                                                                                                                                                                                                                           0.02




                      1.4                                                               0                               1   95                                          0.4
                                                                                                                 0. 5
                                                                                                                                                                                                           0.0




                      1.3                                                                                                                   3                           0.3
                                                                                                                                    23 3
                                                                                                                                                                                                                1




                                                                                                                             0. 5
                      1.2                                                                                                                                               0.2                                                                                               0.02
                                            6




                                                                                            58
                                          08 3
                              2




                                                                                       19
                            0.504 6




                                                                      84
                                                     1




                                                                                 0.5
                                                    12


                                                                 15
                                      0.5




                                                                                                                                                                                                                                         0.01
                      1.1                                                                                                                                               0.1
                                                  0.5


                                                               0 .5




                                                                                                     33               7 07                                                                                                                                                  0.01
                                                                                               23                 2            0 81
                                                                                        0. 5                 0. 5         0.53
                        1                                                                                                                                                00 0    0                      0 0                     0                                                   0
                                0.01        0.02        0.03     0.04 0.05                  0.06          0.07          0.08 0.09                                            0.1   0.2                   0.3 0.4     0.5    0.6   0.7                      0.8           0.9            1
                                                                   isoflux Da                                                                                                                                   isothermal Br

                            Figure 10: Contour graph of temperature                                                                                                               Figure 11: Contour graph of temperature
                            θ(y) at various values of Da and M with                                                                                                              θ(y) at different values of Br with Da = 0.1,
                               Br = 0.3, y = 0.5 for equation (9)                                                                                                                         M = 1.0 for equation (9)




                                                                                                                                                89
Analytical solution of a steady non reacting laminar fluid flow in a channel filled with saturated porous media with two distinct horizontal impermeable wall conditions
Analytical solution of a steady non reacting laminar fluid flow in a channel filled with saturated porous media with two distinct horizontal impermeable wall conditions

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Analytical solution of a steady non reacting laminar fluid flow in a channel filled with saturated porous media with two distinct horizontal impermeable wall conditions

  • 1. Journal of Natural Sciences Research www.iiste.org ISSN 2224-3186 (Paper) ISSN 2225-0921 (Online) Vol.2, No.3, 2012 Analytical Solution of a Steady Non-Reacting Laminar Fluid Flow in a Channel Filled With Saturated Porous Media with Two Distinct Horizontal Impermeable Wall Conditions Olaseni Taiwo Lamidi 1*, Reuben Olafenwa Ayeni 2 1. Department of Physical Sciences, College of Natural and Applied Sciences, Bells University of Technology, P.M.B.1015, Ota, Nigeria, Tel: +234-705-884-6951 2. Department of Pure and Applied Mathematics, Faculty of Pure and Applied Sciences, Ladoke Akintola University of Technology, P.M.B. 4000, Ogbomoso, Nigeria * Email of the corresponding author: toamumeji@gmail.com, tamumeji@yahoo.com Abstract An analysis of the study of momentum and heat transfer characteristics of a non-reacting Newtonian viscous incompressible laminar fluid flow in a channel filled with saturated porous media with both isothermal and isoflux boundary conditions has been carried out. The dimensionless non-linear coupled ordinary differential equations governing the flow and the heat transfer characteristics are solved analytically using the method of undetermined coefficients. Details of velocities and temperature fields for various values of the emerging parameters of the steady solutions of the problems are presented using contour graphs. It was shown that the porous medium may be used to control the flow in a saturated porous media using less permeable materials which offer greater resistance to the boundary-layer momentum development. It was further revealed that increase in porous media permeability and decrease in ratio of viscosities, help to enhance the fluid flow; however the input of the viscous term on the flow behaviour is insignificant for extremely lower values of Darcy number. It was also shown that the fluid temperature is more influenced in isothermal and isoflux processes if the Darcy number, Da, or Brinkman number, Br, or both are increased and if the ratio of viscosities M, is decreased. Keywords: laminar flow, porous medium, impermeable walls, isothermal, isoflux) 1. Introduction The study of transport phenomena in a laminar fluid flow in the channel filled with saturated porous media has received considerable attention of scientists, engineers and experimentalists in recent years. This attention is due mainly because this phenomenon is often observed in the field of electronics cooling system, solid matrix heat exchanger, geothermal system, nuclear waste disposal, microelectronics heat transfer equipment, coal and grain storage, petroleum industries, and catalytic converters. Meanwhile, the improvement in thermal systems as well as energy utilization during the convection in any fluid is one of the fundamental problems of the engineering processes, since improved thermal systems will provide better material processing, energy conservation and environmental effects, (Makinde 2004).In recent times porous media models are being applied for simulating more generalized situations such as flow through packed and fluidized beds. The majority of the studies on convection heat transfer in porous media are based on Darcy’s law, (Darcy 1856). The accuracy of these results is restricted to specific ranges of Darcy and Reynolds numbers. In the investigation of the importance of Brinkman number and Forchheiwer terms in forced convection over a flat plate (Vafai and Tien 1981), it was presented that the resulting error occurred in heat transfer coefficient when the viscous and inertial terms are negligible. Similarly, a study revealing the wall and inertia effects in mixed convection flow over flat plate was reported (Ranganathan and Viskanta 1984). It was indicated that in natural convection flow, wall effect is negligible for Darcy number below than 10-5 (Tong and Subramanian 1985; Lauriat and Prasad 1986). An experiment investigating the free convection from a horizontal circular cylinder embedded in a porous medium, revealed that deviations from the Darcy’s law occur when the Reynolds number based on the pore diameter exceeds 1-10, thus, the non-Darcy flow situation is more likely to prevail when the Rayleigh number is sufficiently high and that the boundary layer approximations are relevant (Fand, Steinberg and Cheng 1986). The study of the boundary effects in laminar mixed convection flow through an annular porous medium discussed the conditions under which the Brinkman term can be neglected without producing an unacceptable error (Parang and Keyhani 1987). While the fully developed laminar natural convection flows in vertical annuli in which one 80
  • 2. Journal of Natural Sciences Research www.iiste.org ISSN 2224-3186 (Paper) ISSN 2225-0921 (Online) Vol.2, No.3, 2012 of the boundaries is isothermal has also been discussed (Joshi 1987). The combined effects of free and forced convection in vertical cylinder embedded in a porous medium were discussed (Ramanaiah and Malarvizhi 1989), so also was the investigation on momentum transfer based on Brinkman model in a circular cylinder (Pop and Cheng 1992). Investigation of the solution of fully developed laminar mixed convection through a vertical annular duct filled with porous media using the non-Darcian flow model where thermal boundary condition in the inner and out walls are prescribed as isothermal-isothermal, isothermal-isoflux, and isoflux-isothermal separately was carried out (Hong-Sen and Kuen-Tzong 1993). One of the first attempts to highlight this problem was studied and the study presented two different approaches for boundary conditions for constant wall heat flux (Amiri, Vafai and Kuzay 1995). The first approach presented in the work was based on assuming the total heat flux being divided between the two phases depending on the physical values of their effective conductivities and their corresponding temperature gradients at the wall. The second approach also presented assumed that each of the individual phases at the wall receives an equal amount of the total heat flux qw (Amiri et al. 1995). In this study, good agreements were found between the numerical results using the second approach and the available experimental results. On the other hand, the first approach was used and good agreement was found between their numerical and experimental results (Hwang, Wu and Chao 1995). The transient free convective flow in a vertical channel having a constant temperature and constant heat flux on the channel walls was studied (Paul, Jha and Singh 1996), and the first approach was used to obtain analytical solutions for the temperature profiles, the temperature difference between the two phases, and the Nusselt number (Lee and Vafai 1999) while the solution of mixed convection in a vertical annulus filled with a porous material considering isothermal and isoflux heating at the outer surface of the inner cylinder when the gap between the two cylinders is less, equal and greater than radius of the inner cylinder was obtained (Akhilesh, Jha and Singh 2001). Constant wall heat flux boundary conditions in porous media under local thermal non-equilibrium conditions was investigated (Alazmi and Vafai 2002) and in this work, the effects of variable porosity and thermal dispersion were also analyzed. Different forms of constant heat flux boundary conditions found in the literature were investigated. The effects of pertinent parameters such as porosity, Darcy number, Reynolds number, inertia parameter, and particle diameter and solid-to-fluid conductivity ratio were analyzed. Limiting cases resulting convergence or divergence of the models are also considered. Hitherto, it is not clear what two boundary conditions might be used for the case of constant wall heat flux. In contrast, boundary conditions for constant wall temperature are clear; both phases should have a temperature that equals a prescribed wall temperature. The Brinkman model was used for the theoretical study of the mixed convection boundary layer flow past a horizontal circular cylinder with a constant surface temperature and embedded in a fluid-saturated porous medium in a stream flowing vertically upwards (Nazar, Amin and Pop 2003). Both the cases of a heated (assisting flow) and a cooled (opposing flow) cylinder are considered. It is shown that the two governing dimensionless parameters- Darcy-Brinkman parameter Г and the mixed convection parameter λ are related to thermal and viscous effects. The study of free-convection flow through an annular porous medium addresses the Brinkman-extended Darcy model (Brinkman flow) of a laminar free-convective flow in an annular porous region (Jha 2005). Closed form expressions for velocity field, Temperature field, Skin-friction and Mass flow rate are given under a thermal boundary condition of mixed kind at the outer surface of the inner cylinder while the inner surface of the outer cylinder is isothermal. The investigation of the entropy generation rate in a laminar flow through a channel filled with saturated porous media (Makinde and Osalusi 2005) where the upper surface of the channel was adiabatic and the lower wall was assumed to have a constant heat flux was studied. The velocity and temperature profiles were obtained for large Darcy number (Da) and used to obtain the entropy generation number and the irreversibility ratio. Their result showed that heat transfer irreversibility dominates over fluid friction irreversibility, and viscous dissipation has no effect on the entropy generation rate at the center-line of the channel. The study of convective heat transfer in unsteady laminar parallel flows (Brereton and Jiang 2006) revealed that, in many practical and experimental circumstances, free convection flows are generated adjacent to surfaces dissipating heat at a prescribed heat flux rate. In the investigation of hydromagnetic mixed convection flow of an incompressible viscous electrically conducting fluid and mass transfer over a vertical porous plate with constant heat flux embedded in a porous medium (Makinde 2009), It was found that for positive values of the buoyancy parameters, the skin friction increased with increasing values of both the Eckert number (Ec) and the magnetic field intensity parameter (M) and decreased with increasing values of both the Schmidt number (Sc) and the permeability parameter (K). Boundary layer flow over a flat plate with slip flow and constant heat flux surface condition was studied and it was shown that the slip parameters is a function of the local Reynolds number, the local Knudsen number, and the tangential momentum accommodation coefficient representing the fraction of the molecules reflected diffusively at the surface (Aziz 2010). As the slip parameter increases, the slip velocity increases and the wall shear stress decreases. Recently, the study of flow of a Maxwell fluid through a porous medium induced by a constantly accelerating plate was carried out and the result showed that when there is porous medium like in sand (Hassan and Fenuga 2011), the relaxation time behaviour changes as time increases. Also it is clearly seen that velocity increases in both cases as time increases which satisfies the initial 81
  • 3. Journal of Natural Sciences Research www.iiste.org ISSN 2224-3186 (Paper) ISSN 2225-0921 (Online) Vol.2, No.3, 2012 and boundary conditions. Thus, it implies that the porous medium has effect over the flow. They further show that the results exist and unique. The main objective of this thesis is to make an investigation of convection heat transfer of laminar flow in a channel filled with saturated porous media with isothermal and isoflux heating walls and to solve the second order ordinary differential equations for the dependent variables u and θ as functions of y and, in particular to obtain the steady-state analytical solutions. 2. Mathematical Formulation We present in this work, the set of dimensional coupled non-linear ordinary differential equations describing a Newtonian viscous incompressible laminar flow with two distinct boundary conditions in the mathematical models. We consider momentum and coupled heat transfer equations by laminar flow for the steady state hydro-dynamically and thermally developed situations which have unidirectional flow of a viscous combustible non-reacting Newtonian fluid in the x-direction between impermeable boundaries at y = 0 and y = a as in figure 1 below. The channel is composed of a lower heated wall with surface constant temperature (isothermal) or constant heat flux (isoflux) while the upper wall is fixed and isothermal. We follow closely and modify the models presented in Lamidi and Olanrewaju (2010). The additional viscous dissipation term in our model, is due to Al-Hadhrami, Elliot and Ingham (2003), (Makinde 2006), and is valid in the limit of very small and very large porous medium permeability. u = 0, T = Ta y = a y-axis Porous matrix x-axis y =0 dT q u = 0, T = Ta or =− dy k Figure 1: Problem geometry In the following sections, the dimensionless non-linear coupled steady-state momentum and energy balance equations, which govern the problems, are obtained and subsequently, the resulting boundary-value problem are solved. The Brinkman momentum equation with its boundary conditions are d 2u µ µ e − u + G = 0, u (0 ) = 0, u (a ) = 0 (1 ) dy 2 K The dimensionless form of equation (1) is d 2u u M − = − 1, u ( 0 ) = 0 , u (1 ) = 0 (2) dy 2 Da The steady-state thermal energy equation for the problem is given as 2 d 2T  du  k + µ   dy   = 0 (3) dy 2   with the following boundary conditions T = Ta or dT = − q at y = 0 and T = Ta at y = a , 0 ≤ y ≤ a , (4) dy k where in the case described above, a, Da , E , G , k , K , q , T0 , T , u , y , µ , µ e , ρ are defined in the nomenclature. The dimensionless energy equation with its boundary conditions are respectively given as 2 d 2θ  du  + Br   dy   = 0, (5 ) dy 2   and θ = 0 or dθ = −1 at y = 0 (6) dy 82
  • 4. Journal of Natural Sciences Research www.iiste.org ISSN 2224-3186 (Paper) ISSN 2225-0921 (Online) Vol.2, No.3, 2012 θ = 0 at y = λ , 0 ≤ λ ≤1 (7) In order to unify the isothermal heating and isoflux heating at one condition, we may write θ = 0 or dθ = −1 to A d θ + B θ = C at y =0 (8) dy dy and θ = 0 at y = λ , 0 ≤ λ ≤1 (9) where A, B and C are constants depending on the isothermal heating or isoflux heating. For the isothermal heating: A = 0, B = 1 and C = 0 while for isoflux heating: A = 1, B = 0 and C = -1 3. Method of Solution We shall use extensively the method of undetermined coefficients in solving the formulated problems, and the summary of the result with the corresponding contour graphical representation which we use the symbolic algebraic computer programming software packages namely MAPLE and MATLAB programming packages to get shall be presented. Now, using the method of undetermined coefficients, the solution of (2) could be easily obtained as u ( y ) = c 1 e n 1 y + c 2 e n 2 y + Da , ( 10 ) where 1 1 Da ( e λ n 1 − 1) Da ( e λ n 2 − 1) n1 = , n2 = − , c1 = , c2 = − DaM DaM e λ n2 − e λ n 1 e λ n2 − e λ n 1 Now, using (10) in (5) we have d 2θ = − Br (n 1 c 1 e n y + n 2 c 2 e n y ) 2 2 1 2 (11 ) dy Solving for homogeneous and particular parts to get the general solution using the method of undetermined coefficients, we have θ ( y) =θ c (y) + θ p (y) i.e θ ( y ) = c3 + c4 y − (c5e 2 n y + c6 e 2 n 1 2 y + c 7 y 2 ) Br c 8 , (12 ) where c3 = c9 (−c10 + c11 + c12e 2λ n 1 − c13e 2λ n2 ), c4 = −c9 (c14 − c15e 2λ n 2 − c16e2λ n 1 ), 1 2 1 1 c5 = c 2 DaM , c 6 = c 12 DaM , c 7 = c1 c 2 , c8 = 2 2 , 4 4 Da M 1 c9 = , c 10 = 4 Brc 1 c 2 λ 2 A 4 Da M ( B λ − A ) 2 2 c11 = λ Br ( 2 A DaM + BDaM )(c 2 + c12 ) + 4λ CDa 2 M 2 , 2 c 12 = − Br c 2 DaMA , 2 c 13 = Brc 12 DaMA , c 14 = Br ( 2 A DaM + BDaM )( c 2 + c 12 ) + 4 CDa 2 M 2 2 − 4 BBrc 1 c 2 λ 2 , c 15 = B c 12 DaMBr , c 16 = Bc 2 DaMBr , 2 4. Results and Discussion Velocity Profile The velocity profiles for various values of Da and M are shown in figures 2 to 4 for equation (3). As expected the figures demonstrate that the flow is of parabolic type. It is revealed in figure 2 that the velocity profile of the fluid increases as Darcy number, Da, increases. This is due to the physical fact that for a large Darcy number, Da, the permeability of the medium is large and as a result of it, less resistance is offered by the medium on the 83
  • 5. Journal of Natural Sciences Research www.iiste.org ISSN 2224-3186 (Paper) ISSN 2225-0921 (Online) Vol.2, No.3, 2012 flow field. In figure 3, the change in velocity is negligible for all values of M when Da = 0.001(very small) hence it is shown clearly that the input of viscous term on the flow behaviour is insignificant for lower values of Darcy number, whereas in figure 4, the velocity decreases as M increases when Da = 0.1. This implies that a decrease in ratio of viscosities M indicates that the effective viscosity is less than the fluid viscosity. In general, we observe that the flow is parabolic and symmetrical about the y = 0.5. Thus, increase in porous media permeability and decrease in ratio of viscosities help to enhance the fluid flow. Temperature Profile Figures 5 to 13 show the influences of the emerging parameters on the fluid temperature distribution within the channel. With the isothermal boundary conditions, it is observed in figure 5 that the temperature of the fluid increases as porous media permeability (Darcy number) increases. In figure 6, the temperature profile is also seen to be reducing as the ratio of viscosities, M, increases; this is due largely to the fact that, as ratio of viscosities, M, increases, the effective viscosity increases which results in a corresponding decrease in the fluid temperature within the channel. In figure 7, the simultaneous effects of the Darcy number, Da and ratio of viscosities, M were shown; this confirms that the effects of Darcy number and the ratio of viscosities, M are to increase and decrease respectively the temperature of the fluid. In the case of an isoflux heating condition in figure 8- 10, the fluid temperature profiles increase as Da increases. In figure 9, it was deduced that as the fluid temperature reduces, the viscosities ratio, M increases. Figure 10 displayed the simultaneous effects of the Darcy number, Da and ratio of viscosities, M, this confirms that the temperature increases with increase in Darcy number and decreases with increase in ratio of viscosities, M. We emphasize in figure 11 to 13, the variation in Br on the temperature distribution within the channel. We discover in figure 11 for isothermal heating process that the fluid temperature profiles increase with increasing Brinkman number Br. Also in the case of isoflux heating process, in figure 12, the fluid temperature increases as Br increases. Alternatively, this also implies that decrease in Br decreases the temperature. We can deduce here that, heat produced by viscous dissipation is being transported away by conduction. In figure 13, we show the simultaneous effects of the Brinkman number, Br and ratio of viscosities, M with isoflux boundary condition, this confirms that the temperature increases with increase in Brinkman number and decreases with increase in ratio of viscosities, M. Comparatively from these figures above, the magnitude of heat generated in the isoflux heating channel is greater than that of isothermal heating channel in the presence of the dimensionless emerging parameters mentioned. 5. Conclusion We have extensively studied the theory of laminar flow through a saturated porous media with isothermal and isoflux heating walls. The various combinations of emerging parameters revealed much insight into the behaviour of the flow. From our results, we established that: (i) Porous medium may be used to control the flow in saturated porous media using less permeable materials which offer greater resistance to the boundary layer momentum development. (ii) Input of viscous term on the flow behaviour is insignificant for extremely lower values of Darcy number (Da = 0.001) whereas for large Darcy number, porosity of the medium increases, hence fluid flows quickly. (iii) The flow is parabolic in nature and symmetrical about y = 0.5 (iv) Heat produced by viscous dissipation is being transported away by conduction (v) Fluid temperature is more influenced in both isothermal and isoflux processes, if either the Darcy number Da, or Brinkman number Br, or both are increased and the ratio of viscosities M is decreased. However, the magnitude of heat generated in the isoflux heating channel is greater than that of isothermal heating channel in the presence of the dimensionless emerging parameters mentioned. References Akhilesh, K.M., Jha, B.K., Singh, A.K. (2001) “Mixed Convection in a Vertical Annulus Filled with a Porous Matrix”, Thermal Systems and Heat Transfer (Proceeding of Third National Conference on Thermal Systems) TNCT. 84
  • 6. Journal of Natural Sciences Research www.iiste.org ISSN 2224-3186 (Paper) ISSN 2225-0921 (Online) Vol.2, No.3, 2012 Alazmi, B., Vafai, K. (2002) “Constant Wall Heat Flux Boundary Conditions in Porous Media under Local Thermal Non-equilibrium Conditions”, Int.Journal of Heat Mass Transfer. 45: 3071-3087. Al-Hadrami, A.K., Elliot, L, Ingham, D.B. (2003) “A New Model for Viscous Dissipation in Porous Media across a Range of Permeability Values”, Transport Porous Media, 53: 117-122. Amiri, A., Vafai, K., Kuzay, T.M. (1995) “Effects of Boundary Conditions on Non-Darcian Heat Transfer through Porous Media and Experimental Comparisons”, Numerical Heat Transfer, Part A (27): 651- 664. Aziz, A. (2010) “Hydrodynamic and Thermal Slip Flow Boundary Layers over a Flat Plate with Constant Heat Flux Boundary Condition”, Commun Non-linear Sci Numer Simula, 15: 571-580. Brereton, G.J., Jiang, Y. (2006) “Convective Heat Transfer in Unsteady Laminar Parallel Flows”, Physics of Fluid,. 18: 103602-103602-15. Darcy, H. (1856) “Les Fountains Publiques de la Ville de Dijon. (“The Public Fountains of the Town of Dijon’’)”, Dalmont, Paris. Fand, R.M., Steinberg, T.E., Cheng, P. (1986). “Natural Convection Heat Transfer from a Horizontal Cylinder Embedded in a Porous Medium”, Int. J. Heat Mass Transfer, 29: 119-133. Hassan, A.R., Fenuga, O.J. (2011) “Flow of a Maxwell Fluid through a Porous Medium Induced by a Constantly Accelerating Plate”, J. Nigerian Association of Mathematical Physics, 19: 249 -254. Hong-Sen, K., Kuen-Tzong, lu. (1993) “The Analytical Solution of Mixed Convection in a Vertical Channel Embedded in Porous Media with Asymmetric Wall”, Int. comm. heat mass transfer, 20: 737-750. Hwang, G.J., Wu, C.C., Chao, C.H. (1995) “Investigation of Non-Darcian Forced Convection in an Asymmetrically Heat Sintered Porous Channel”, Journal of heat transfer, 117: 725-732. Jha, B.K. (2005) “Free-Convection Flow through an Annular Porous Medium”, Heat and Mass Transfer. 41: 675-679. Joshi, H.M. (1987). “Fully Developed Natural Convection in an Isothermal Vertical Annular Duct”, Int. Comm. Heat Mass Transfer 14, 657-664. Lamidi, O.T., Olanrewaju, P.O. (2010) “Analysis of the Effect of Viscous Dissipation on the Temperature Profile of the Laminar Flow in a Channel Filled with Saturated Porous Media”, Pacific Journal of Science and Technology, 11(1): 37-44. Lauriat, G., Prasad, V. (1986) “Natural Convection in a Vertical Porous Cavity a Numerical Study for Brinkman Extended Darcy Formulation. ASME HTD. 56: 13-22. Lee, D.L., Vafai, K. (1999) “Analytical Characterization and Conceptual Assessment of Solid and Fluid Temperature Differentials in Porous Media”, Int. Jr. Heat Mass Transfer, 42: 423-435. Makinde, O.D. (2004) “Exothermic Explosion in a Slab: A Case Study of Series Summation Technique”, Int. Comm. Heat and Mass Transfer. 31(8). 1227-1231. Makinde, O.D. (2006) “Thermal Ignition in a Reactive Viscous Flow through a Channel Filled with a Porous Medium”, Journal of Heat Transfer by ASME, 128: 601-604. Makinde, O.D. (2009) “On MHD Boundary-Layer Flow and Mass Transfer Past a Vertical Plate in a Porous Medium with Constant Heat Flux”, Faculty of Engineering, Engineering Papers and Reports, Cape Pennisula University of Technology, South Africa, [Online] Available: http:/www.emeraldsight.com/0961- 5539.htm. Makinde, O.D., Osalusi E. (2005) “Second Law Analysis of Laminar Flow in a Channel Filled with Saturated Porous Media”. Entropy ISSN. 1099-4300, [Online] Available: http:/www.mdpi.org/entropy. 85
  • 7. Journal of Natural Sciences Research www.iiste.org ISSN 2224-3186 (Paper) ISSN 2225-0921 (Online) Vol.2, No.3, 2012 Nazar, R., Amin, N., Pop, I. (2003) “The Brinkman Model for the Mixed Convection Boundary Layer Flow Past a Horizontal Circular Cylinder in a Porous Medium”, Int. J. Heat Mass Transfer. 46: 3167-3178. [Online] Available: http:/www.elsevier.com/locate /ijhmt. Parang, M., Keyhani, M. (1987) “Boundary Effect in Laminar Mixed Convection Flow through an Annular Porous Medium”, ASME, Jr. of Heat Transfer, 109: 1039-1041. Paul, T., Jha, B.K., Singh, A.K. (1996) “Transient Free Convective Flow in a Channel with Constant Heat Flux on Walls”, Heat and Mass Transfer, 32: 61-63. Pop, I., Cheng, P. (1992) “Flow Past a Circular Cylinder Embedded in a Porous Medium based on the Brinkman Model”, Int. Journal Eng. Science. 30: 257-262. Ramanaiah, G., Malarvizhi, G. (1989) “Unified Treatment of Free and Mixed Convection on a Permeable Vertical Cylinder in a Saturated Porous Medium”, Indian Jr. of Tech, 28: 604-608. Ranganathan, P., Viskanta, R. (1984) “Mixed Convection Boundary Layer Flow along a Vertical Surface in a Porous Medium”, Heat Transfer, 7: 305-317. Tong, T.W., Subramaniam, E. (1985) “A Boundary Layer Analysis for Natural Convection in Vertical Porous Enclosures, Use of the Brinkman-Extended Darcy Model”, Int. Journal on Heat Mass Transfer. 28(3): 563-571. Vafai, V., Tien, C.L. (1981) “Boundary and Inertia Effects on Flow and Heat Transfer in Porous Media”, Int. Jr. Heat and Mass Transfer, 24: 195-204. Varmal, P.D., Chauhan, D.S. (1986) “Unsteady Flow of a Viscous Incompressible Fluid through a Circular Naturally Permeable Tube Surrounded by a Porous Material”, Indian Jr. of Tech. 24: 63-65. Nomenclature We give the definition of some parameters that feature prominently in this write-up and except otherwise stated, these parameters will assume the definition given. a channel width Br Brinkman number Da Darcy number G applied pressure gradient k fluid thermal conductivity K permeability M ratio of viscosities q fluid flux rate To wall temperature T absolute temperature u dimensionless fluid velocity u fluid velocity x axial coordinate y dimensionless transverse coordinate y transverse coordinate Greek Symbols µ fluid viscosity µe effective viscosity in the Brinkman term θ dimensionless temperature ρ fluid density 86
  • 8. Journal of Natural Sciences Research www.iiste.org ISSN 2224-3186 (Paper) ISSN 2225-0921 (Online) Vol.2, No.3, 2012 Dimensionless Group y dimensionless transverse coordinate y= a µu dimensionless velocity u= Ga 2 µe ratio of viscosities M= µ Da = K dimensionless Darcy number a2 G 2a3 dimensionless Brinkman number Br = qµ θ= k (T − T0 ) dimensionless temperature qa . Graphs 1 0 0 1 0.00033333 4.7619e-005 0.00014286 9.5238e-005 0.00023810.00019048 0.00028571 0.00066667 0.00042857 0.00038095 0.00085714 0.00057143 0.00080952 0.00052381 0.00047619 0.0007619 0.000952380.00061905 0.00090476 0.00071429 0.000333334.7619e-005 0.00014286 9.5238e-005 0.00023810.00019048 0.00038095 0.00028571 0.00042857 0.00052381 0.00047619 0.0007619 0.00057143 0.00080952 0.00066667 0.00071429 0.00085714 0.000952380.00061905 0.00090476 0.00033333 4.7619e-005 0.00014286 9.5238e-005 0.00023810.00019048 0.00038095 0.00028571 0.00042857 0.00052381 0.00047619 0.0007619 0.00057143 0.00080952 0.00066667 0.00071429 0.00085714 0.000952380.00061905 0.00090476 0.01 0.01 0.01 0.02 0.9 0.02 0.9 0.03 0.0 2 0.03 0.8 0.8 0.04 0.7 0.05 0.7 4 0.0 1 0 .0 0 .0 3 0.6 0.6 P o s itio n y P os ition y 0 .0 6 0.5 0.5 0 .0 5 0 .02 0.4 0.4 0. 0 0.3 4 0.3 0. 0 0 .0 1 3 0.2 0.04 0.2 0.02 0.03 0.1 0.02 0.1 0.01 0.01 0.00061905 0.00095238 0.00042857 0.00080952 0.00047619 0.00090476 0.00052381 0.00085714 0.00019048 0.00071429 0.0007619 0.00057143 0.00066667 0.00061905 0.00095238 0.00042857 0.00080952 0.000476190.00090476 0.00052381 0.00057143 0.00085714 0.00071429 0.0007619 0.00066667 0.00080952 0.00095238 0.00042857 0.00085714 0.00090476 0.00071429 0.0007619 0.00057143 0.00061905 0.00052381 0.00066667 0.00047619 0.0002381 0 0 0 0 0.00028571 9.5238e-005 0.00038095 0.00033333 0.00014286 0.0002381 4.7619e-005 0.000285719.5238e-005 0.00038095 0.00033333 0.00019048 0.00014286 0.0002381 4.7619e-005 0.00028571 9.5238e-005 0.00038095 0.00033333 0.00019048 0.00014286 4.7619e-005 0.01 0.02 0.03 0.04 0.05 0.06 0.07 0.08 0.09 0.1 1 1.1 1.2 1.3 1.4 1.5 1.6 1.7 1.8 1.9 2 Da M Figure 2: Contour Graph of velocity u(y) Figure 3: Contour Graph of velocity u(y) at various values of Da with M = 1.0 at various values of M with Da = 0.001 for equation (3) for equation (3) 87
  • 9. Journal of Natural Sciences Research www.iiste.org ISSN 2224-3186 (Paper) ISSN 2225-0921 (Online) Vol.2, No.3, 2012 1 0 0 0 0.2 0 0 0 0 0 0 0 0 0.4 0.2 0.2 1 0 0 0.4 0.4 0.8 0.6 0.002 0.9 1 0.8 0.6 0.6 0.9 0.002 1.2 1 0.8 0.004 0.8 1 1.4 1.2 0.8 0.006 4 1 00 0.7 1.6 1.2 0. 1.4 0.7 0.6 0.6 0.002 P o s itio n y P os it ion (y ) 1 .8 1 .6 0.00 6 0.5 0.5 0. 00 8 1 .2 0.4 1 .4 0.4 0.00 4 0.3 1.6 1.4 1.2 0.3 1 0.2 1.4 1.2 1 0.006 0.2 0.0 1.2 1 0.8 02 0.8 0.004 0.1 1 0.8 0.6 0.1 0.6 0.4 0.6 0.4 0.002 0.4 0.2 0.2 0.2 0.002 0 0 0 0 0 0 0 0 0 0 0 0 1 1.1 1.2 1.3 1.4 1.5 1.6 1.7 1.8 1.9 2 0.01 0.02 0.03 0.04 0.05 0.06 0.07 0.08 0.09 M isothermal Da Figure 4: Contour graph of velocity u(y) Figure 5: Contour graph of temperature at various values of M with Da = 0.1 θ(y) at different values of Da with for equation (3) Br = 0.3, M = 1.0 for equation (9) 1 0 0 2 0.002 0.9 0.002 0.002 42 0.004 1.9 34 0.006 03 0.8 0.004 29 0. 0 1.8 43 00 0. 0.7 0.0 0. 0 45 0. 0 1.7 08 06 04 0 .0 0 1 37 0.6 1.6 P o s itio n (y ) is oth e rm a l M 3593 442 0.5 9 0 .0 0 2 03 3 1.5 32 9 13 04 0.0 53 0.0 0.4 00 04 1.4 0. 0 0. 06 7 .0 0 8 0 .0 98 0.3 0 1.3 62 745 0 0. 0 0.004 0 .0 0 1 3 0.2 1.2 6 0.006 83 3593 42 72 39 0.004 32 9 0 3 34 31 0.1 0.002 0. 0 05 04 0 .0 0 2 1.1 0.0 0 0.0 0.002 0.0 0.002 0 0 0 0 1 1 1.1 1.2 1.3 1.4 1.5 1.6 1.7 1.8 1.9 2 0 0.01 0.02 0.03 0.04 0.05 0.06 0.07 0.08 0.09 0.1 isothermal M isothermal Da Figure 6: Contour graph of temperature Figure 7: Contour graph of temperature θ(y)at different values of M with θ(y) at various values of Da and M with Br = 0.3, Da = 0.1 for equation (9) Br = 0.3, y = 0.5 for equation (9) 88
  • 10. Journal of Natural Sciences Research www.iiste.org ISSN 2224-3186 (Paper) ISSN 2225-0921 (Online) Vol.2, No.3, 2012 1 1 0.9 0.11691 0.11691 0.11691 0.9 0.11725 0.11725 0.11725 0.8 0.8 0.23383 0.23383 0.23383 0.2345 0.2345 0.2345 0.7 0.7 0.35074 0.35074 0.35074 0.35176 0.35176 0.35176 0.6 0.6 P o s itio n (y ) P o s ition (y ) 0.46766 0.46766 0.46901 0.46901 0.46901 0.46766 0.5 0.5 0.58457 0.58457 0.58626 0.58626 0.58457 0.58626 0.4 0.4 0.70148 0.70148 0.703 51 0.70351 0.3 0.70148 0.3 0.70351 0.8184 0.8184 0.820 77 0.2 0.8184 0.2 0.82077 0.82077 0.1 0.93531 0.93531 0.1 0.938 02 0.93802 0.935 31 0.93802 0 0 0.01 0.02 0.03 0.04 0.05 0.06 0.07 0.08 0.09 1 1.1 1.2 1.3 1.4 1.5 1.6 1.7 1.8 1.9 2 isoflux Da isoflux M Figure 8: Contour graph of temperature Figure 9: Contour graph of temperature θ(y) at various values of Da with Br = 0.3, θ(y) at different values of M with Br = 0.3, M = 1.0 for equation (9) Da = 0.1 for equation (9) 2 1 0 0 0 0 0 0 0 0 36 0.01 1.9 08 0.9 0.01 0.5 1.8 0.8 21 51 2 0. 4 0. 0 1.7 58 0.7 1 0.0 1 0. 5 1.6 0.6 P o s itio n (y ) 62 6 08 3 is o flu x M 0.504 1.5 0.5 0.5 1 12 0 .0 3 84 0. 5 5 8 . 51 0.02 1.4 0 1 95 0.4 0. 5 0.0 1.3 3 0.3 23 3 1 0. 5 1.2 0.2 0.02 6 58 08 3 2 19 0.504 6 84 1 0.5 12 15 0.5 0.01 1.1 0.1 0.5 0 .5 33 7 07 0.01 23 2 0 81 0. 5 0. 5 0.53 1 00 0 0 0 0 0 0 0.01 0.02 0.03 0.04 0.05 0.06 0.07 0.08 0.09 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1 isoflux Da isothermal Br Figure 10: Contour graph of temperature Figure 11: Contour graph of temperature θ(y) at various values of Da and M with θ(y) at different values of Br with Da = 0.1, Br = 0.3, y = 0.5 for equation (9) M = 1.0 for equation (9) 89