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(1973) n°3 - Royal Academy for Overseas Sciences

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— 587 —<br />

PoREH and El a t a ( 2 3 ) . However, one still needed to know the<br />

detailed structure of the medium geometry to deduce the unknown<br />

coefficient of proportionality i.e. the permeability tensor.<br />

For the flow of a homogeneous incompressible fluid through<br />

an isotropic homogeneous porous medium. Darcy’s law is<br />

— v p — p g k — p ^ U = 0, (1)<br />

K.<br />

where u is the mean velocity or the average flux through an extensive<br />

porous medium per unit surface, p is the pressure, v the<br />

viscosity, p the density, K the permeability, and v is the del-<br />

operator. The gravity acceleration is g, and k is a unit vector<br />

directed upwards.<br />

The issue of the validity of equation ( l) is further obscured<br />

by the similarity of the average flux relation <strong>for</strong> steady Poi-<br />

seuille flow through a straight pipe, and <strong>for</strong> the average flux<br />

through an extensive porous medium. In both cases, it turns out<br />

that the volume flux is proportional to the pressure gradient.<br />

This similarity has tended to mask the very important conceptual<br />

differences between the two situations.<br />

For the flow through an anisotropic porous medium, it is<br />

generally assumed that equation ( l) is valid provided that one<br />

uses a directional permeability tensor (Ka) O ’B r ie n (21)<br />

has per<strong>for</strong>med viscous flow calculations <strong>for</strong> some idealized orthotropic<br />

porous models. The calculations provided some basis<br />

<strong>for</strong> quantitative values of a directional permeability tensor to<br />

replace omni-directional and semi-empirical engineering estimates.<br />

A generalized Darcy’s law was analytically derived by S a f f -<br />

m a n (26c) <strong>for</strong> a homogeneous fluid. He defined two quantities<br />

which he averaged over the porous medium surface: the interstitial<br />

velocity q(x), a continuous function which vanishes at<br />

the solid surfaces of the matrix, and the interstitial pressure<br />

p*(x), a function that is discontinuous over the solid surfaces<br />

of the medium. For steady inertia-free flows, he writes the<br />

generalized Darcy’s law as<br />

pvKa •u = p v v : u — ?;V p — Tjpgk (2)<br />

where i? is the porosity. This equation still contains the Lapla-

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