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Microseismic Monitoring and Geomechanical Modelling of CO2 - bris

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3.2. INVERSION METHOD<br />

180<br />

160<br />

140<br />

Crack normal compliance (×10 −11 Pa −1 )<br />

1.4<br />

1.2<br />

1<br />

P i<br />

120<br />

100<br />

80<br />

0.8<br />

0.6<br />

60<br />

40<br />

20<br />

0.4<br />

0.2<br />

0<br />

−6 −5 −4 −3 −2 −1<br />

log 10<br />

(P ep<br />

)<br />

Figure 3.2: Fracture normal compliance B N for a set <strong>of</strong> aligned fractures connected by equant<br />

porosity, given as a function <strong>of</strong> P i <strong>and</strong> P ep , computed using equations 3.7, 3.8, 3.12 <strong>and</strong> 3.13.<br />

The high <strong>and</strong> low frequency endmembers for this system have compliances 3.2×10 −13 Pa −1 <strong>and</strong><br />

1.4×10 −11 Pa −1 respectively, corresponding to the extremes <strong>of</strong> the contours.<br />

The effects <strong>of</strong> P i <strong>and</strong> P ep on fracture normal compliance B N are shown in Figure 3.2. The invariant<br />

parameters used to compute this plot are µ r =16GPa, λ r =8GPa, <strong>and</strong> a fracture density <strong>of</strong> 0.1. The<br />

main control on P i is the fluid bulk modulus K fl . When P i → 0, the fluid has insufficient stiffness<br />

to have any effect on fracture compliance, regardless <strong>of</strong> whether flow can occur or not. Hence the<br />

compliance is always equivalent to the low frequency case, with a large compliance. Where fluid has<br />

significant stiffness (P i ≠ 0), whether or not fluid can flow (given by P ep ) becomes significant. Where<br />

P ep is low (corresponding to low frequency or high permeability), K → 0 <strong>and</strong> B N is equivalent to<br />

that <strong>of</strong> the ‘Gassmann’ endmember, where fluids can flow <strong>and</strong> pressure is equalised throughout the<br />

pore space, leading to a larger compliance. Where P ep is high (corresponding to high frequency or<br />

low permeability), J → 0 <strong>and</strong> B N is equivalent to that given by Hudson (1981), where the fractures<br />

are isolated <strong>and</strong> no fluid flow can occur, leading to a very low compliance.<br />

Experimental testing <strong>of</strong> fluid flow models<br />

In order to test these models empirically, a priori knowledge <strong>of</strong> the fracture geometry is required.<br />

However, in naturally occurring rocks, these parameters are generally unknown (usually, we wish to<br />

determine them using an effective medium theory). Rathore et al. (1994) constructed a synthetic rock<br />

using a mixture <strong>of</strong> s<strong>and</strong> <strong>and</strong> epoxy, in which were embedded numerous metal discs with common ge-<br />

33

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