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2.1  Governing Equations of the Problem                          9

            element analysis, the asymptotic approach concept needs to be combined with the
            finite element method in a different fashion (Zhao et al. 1997a).


            2.1 Governing Equations of the Problem

            For a two-dimensional fluid-saturated porous medium, if Darcy’s law is used to
            describe pore-fluid flow and the Oberbeck-Boussinesq approximation is employed
            to describe a change in pore-fluid density due to a change in pore-fluid temperature,
            the governing equations of a natural convection problem, known as the steady-state
            Horton-Rogers-Lapwood problem (Nield and Bejan 1992, Zhao et al. 1997a), for
            incompressible pore-fluid can be expressed as

                                       ∂u   ∂ν
                                          +    = 0,                       (2.1)
                                       ∂x   ∂y


                                      K x   ∂ P
                                  u =     −    + ρ f g x ,                (2.2)
                                      μ     ∂x

                                      K y   ∂ P
                                  v =     −    + ρ f g y ,                (2.3)
                                      μ     ∂y
                                                   2        2
                                  ∂T     ∂T       ∂ T      ∂ T
                          ρ f 0 c p u  + ν   = λ ex   + λ ey   ,          (2.4)
                                  ∂x     ∂y       ∂x 2     ∂y 2
                                  ρ f = ρ f 0 [1 − β T (T − T 0 )],       (2.5)


                      λ ex = φλ fx + (1 − φ)λ sx ,  λ ey = φλ fy + (1 − φ)λ sy ,  (2.6)

            where u and v are the horizontal and vertical velocity components of the pore-fluid in
            the x and y directions respectively; P is the pore-fluid pressure; T is the temperature
            of the porous material; K x and K y are the permeabilities of the porous material in
            the x and y directions respectively; μ is the dynamic viscosity of the pore-fluid; ρ f is
            the density of the pore-fluid; ρ f 0 and T 0 are the reference density and temperature;
            λ fx and λ sx are the thermal conductivities of the pore-fluid and rock mass in the x
            direction; λ fy and λ sy are the thermal conductivities of the pore-fluid and rock mass
            in the y direction; c p is the specific heat of the pore-fluid; g x and g y are the gravity
            acceleration components in the x and y directions; φ and β T are the porosity of the
            porous material and the thermal volume expansion coefficient of the pore-fluid.
              It is noted that Eqs. (2.1), (2.2), (2.3) and (2.4) are derived under the assumption
            that the porous medium considered is orthotropic, in which the y axis is upward in
            the vertical direction and coincides with the principal direction of medium perme-
            ability as well as that of medium conductivity.
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