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structural geology, propagation mechanics and - Stanford School of ...

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6.1. Parallel<br />

Effective permeability for any idealized parallel DB pattern can be calculated<br />

analytically, as previously reported (Antonellini <strong>and</strong> Aydin, 1994; Taylor et al., 1999).<br />

Our numerical modeling results matched these exact analytical solutions for parallel<br />

patterns, so only the latter are described here for the purpose <strong>of</strong> building intuition. The<br />

analytical methods are based on the general analysis <strong>of</strong> flow in layered media by Freeze<br />

<strong>and</strong> Cherry, pages 30-34 (1979).<br />

B<strong>and</strong>-parallel effective permeability, k , can be calculated as a weighted arithmetic<br />

average <strong>of</strong> the b<strong>and</strong> <strong>and</strong> matrix permeability values:<br />

w k + * b b ( W − wb)km k = p<br />

W<br />

*<br />

p<br />

where kb is the DB permeability, km is the matrix permeability, wb is cumulative DB<br />

thickness, <strong>and</strong> W is the width <strong>of</strong> the area studied. Note that using wb/W as a measure <strong>of</strong><br />

volume fraction assumes DB continuity in the third dimension, as suggested by field<br />

observations in the Aztec. B<strong>and</strong>-normal effective permeability can be calculated as the<br />

weighted harmonic average:<br />

k<br />

*<br />

n<br />

=<br />

( ( w / k ) + ( W − w ) / k )<br />

b<br />

b<br />

W<br />

b<br />

m<br />

The b<strong>and</strong>-parallel <strong>and</strong> b<strong>and</strong>-normal effective permeabilities represent the maximum<br />

<strong>and</strong> minimum (i.e. principal) values, respectively. An effective permeability tensor, k * ,<br />

for the parallel system thus reads:<br />

*<br />

* ⎡k<br />

⎤ p 0<br />

k = ⎢ * ⎥<br />

(10)<br />

⎣ 0 kn<br />

⎦<br />

B<strong>and</strong>-normal <strong>and</strong> b<strong>and</strong>-parallel effective permeability values were calculated for kb/km<br />

ratios <strong>of</strong> both 10 -2 <strong>and</strong> 10 -3 <strong>and</strong> DB volume fractions (wb/W) from 0% to 100% (Figure<br />

6.9). B<strong>and</strong>-normal effective permeability drops much more quickly at low wb/W than<br />

does b<strong>and</strong>-parallel effective permeability. For kb/km=10 -3 , b<strong>and</strong>-normal effective<br />

permeability is already reduced by an order <strong>of</strong> magnitude at wb/W=1% (1 mm b<strong>and</strong>s<br />

spaced at 10 cm) <strong>and</strong> 2 orders <strong>of</strong> magnitude at wb/W=10% (1cm b<strong>and</strong>s spaced at 10 cm).<br />

158<br />

(8)<br />

(9)

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