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Homogenization Analysis and Permeability of Porous Media

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Book cover Transport Phenomena in Porous Media

Abstract

The Navier-Stokes’ (NS) equations can be used to describe problems of fluid flow. Since these equations are scale-independent, flow in the microscale structure of a porous medium can also be described by a NS field. If the velocity on a solid surface is assumed to be null, the velocity field of a porous medium problem with a small pore size rapidly decreases (see Sect.5.3.2). We describe this flow field by omitting the convective term \(\mathbf{v} \cdot \nabla \mathbf{v}\), which gives rise to the classical Stokes’ equation. We recall that Darcy’s theory is usually applied to describe seepage in a porous medium, where the scale of the solid skeleton does not enter the formulation as an explicit parameter. The scale effect of a solid phase is implicitly included in the permeability coefficient, which is specified through experiments. It should be noted that Kozeny-Carman’s formula (5.88) involves a parameter of the solid particle; however, it is not applicable to a geometrical structure at the local pore scale.

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Notes

  1. 1.

    Note that even if a multiscale procedure is started with a NS equation with the convective term, this nonlinear term is dropped as a higher order term.

  2. 2.

    The space of functions (H 1(Ω f ))3implies that a function f ∈ (H 1(Ω f ))3and its first order differential are bounded:

    $$\qquad {\bigl \langle f,\,f\bigr \rangle} + {\bigl \langle\nabla f,\,\nabla f\bigr \rangle} < +\infty.$$

    Details are given in, e.g., Sanchez-Palencia (1980).

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© 2012 Springer-Verlag Berlin Heidelberg

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Ichikawa, Y., Selvadurai, A.P.S. (2012). Homogenization Analysis and Permeability of Porous Media. In: Transport Phenomena in Porous Media. Springer, Berlin, Heidelberg. https://doi.org/10.1007/978-3-642-25333-1_8

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  • DOI: https://doi.org/10.1007/978-3-642-25333-1_8

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  • Publisher Name: Springer, Berlin, Heidelberg

  • Print ISBN: 978-3-642-25332-4

  • Online ISBN: 978-3-642-25333-1

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