Microseismic Monitoring and Geomechanical Modelling of CO2 - bris
Microseismic Monitoring and Geomechanical Modelling of CO2 - bris
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 />
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