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longitudinal dispersion in nonuniform isotropic porous media

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39<br />

governed by an effective advection-diffusion equation for the mean flow<br />

through the tube, with the <strong>dispersion</strong> along the tube given by the<br />

results of Taylor's (1953) analysis. The mean velocity through a tube<br />

is given by Poiseuille's law and the projection of the macroscopic<br />

pressure gradient. The <strong>longitud<strong>in</strong>al</strong> component of the velocity along a<br />

tube (denoted by u(t» is the sum of the <strong>longitud<strong>in</strong>al</strong> component of the<br />

mean velocity plus a random component due to the effects of Taylor<br />

<strong>dispersion</strong>. Averag<strong>in</strong>g the Lagrangian correlation function over all<br />

network configurations and <strong>in</strong>tegrat<strong>in</strong>g the time difference from<br />

o to 00 , Saffman f<strong>in</strong>ds<br />

DL 1 3<br />

---=-+-<br />

D 3 80<br />

2 2<br />

Pe + Pe<br />

62 4<br />

where d/a = pore length/pore radius<br />

w = cos(8)<br />

M = (3/2)Pe . w/D e<br />

D 1 + (3/16)(Pe . w/6)2<br />

e<br />

M coth M - 1 dw<br />

D M2<br />

e<br />

8 = direction of motion relative to mean<br />

flow direction<br />

The f<strong>in</strong>al <strong>in</strong>tegral is a function of Pee let number (V dIn) and 6 •<br />

s<br />

(2.14)<br />

Equation (2.14) is plotted as a function of Pee let number <strong>in</strong> Figure 2.5<br />

for 6 -+- 00 •<br />

Follow<strong>in</strong>g a similar procedure, Saffman calculates the lateral<br />

<strong>dispersion</strong> coefficient<br />

DT 1 1 Pe 2<br />

9 2<br />

-= - +-<br />

Pe<br />

62 - + D 3 80 8<br />

a<br />

.f w<br />

1<br />

2 (l<br />

2 M coth M - 1<br />

- w )<br />

dl,)<br />

D M2<br />

e<br />

(2.15)

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