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

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— 588 —<br />

dan of the velocity vector. Its inclusion in Darcy’s law is<br />

associated with the name of B r i n k m a n . Furthermore, the interstitial<br />

velocity and the <strong>for</strong>ce that the viscous fluid exerts on<br />

the porous medium, were shown to be correlated by a simple<br />

integral equation whose kernel is precisely the permeability<br />

tensor.<br />

3b. Assumptions <strong>for</strong> inhomogeneous systems.<br />

W o o d i n g (36d) concluded that Darcy’s law ( l ) is applicable<br />

to the flow, unidirectional in the mean, of a homogeneous<br />

fluid through a porous medium spatially homogeneous in its<br />

“average properties”. W o o d i n g further stated that when either<br />

or both conditions is not satisfied, the validity of equation ( l)<br />

can be tested by considering the relations between the characte-<br />

ristric length scales involved in the system considered. It was<br />

argued by G e l h a r (8) that Darcy’s law is locally valid in the<br />

case of a medium whose properties fluctuate randomly, provided<br />

that the scale of the random fluctuations is large compared<br />

to a typical grain size of the material constituting the medium.<br />

This grain size is given the name d. If the moving fluid shows<br />

spatial variations in viscosity and (or) density, the validity of<br />

Darcy’s law is assumed implicit in a system where d is much<br />

smaller than any characteristic dimension of the macroscopic<br />

flow. W hen studying the motion of a density-stratified fluid,<br />

an additional gravitational driving head entering the equations<br />

of motion is the buoyancy b,<br />

b = g AP / f S<br />

w h ere Ap is a characteristic d en sity d iffe ren ce or th e departure<br />

o f th e d en sity p from a referen ce d en sity po. T h e prim ary flo w<br />

is characterized by a rate o f flo w A,<br />

A. = K g A p/po V .<br />

By similarity, the characteristic rate of secondary flow can be<br />

written as (36d)<br />

A fKg j V dyp\ Ap_<br />

I V v d p J po<br />

where V is the characteristic primary volume flow rate. These

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