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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CHAPTER 5.<br />
GEOMECHANICAL SIMULATION OF CO 2 INJECTION<br />
because, with a higher value <strong>of</strong> K 0 , the normal stresses decrease while the differential stress does not.<br />
Therefore I infer that for these cases the injection <strong>of</strong> CO 2 is increasing the likelihood <strong>of</strong> shear failure,<br />
<strong>and</strong> therefore are more likely to generate microseismic activity.<br />
In reality, microseismic events will generally occur on pre-existing planes <strong>of</strong> weakness such as faults<br />
or fractures. Such features are well below the element length scales used in these (<strong>and</strong> most other<br />
finite element) models, <strong>and</strong> so cannot be explicitly included. This kind <strong>of</strong> approach therefore will not<br />
be able to make exact predictions about microseismic event occurrence, either spatially or temporally.<br />
Nevertheless, by examining where fracture potential is increasing, it should still be possible to identify<br />
regions where more events are likely to occur, assuming that the planes <strong>of</strong> weakness on which events<br />
could occur are distributed evenly through the rock.<br />
5.4.3 Shallower reservoirs<br />
The above results have considered the effects <strong>of</strong> reservoir geometry <strong>and</strong> materials on stress evolution.<br />
They have been evaluated for a reservoir that at 3000m is quite deep. It is <strong>of</strong> interest to consider<br />
the stress evolution <strong>of</strong> reservoirs that are shallower. With this in mind I have repeated the numerical<br />
calculations, but with a reservoir at a depth <strong>of</strong> 1500m. All other modelling parameters have been<br />
kept the same, <strong>and</strong> again I consider 3 geometries, each with three sets <strong>of</strong> material properties, giving 9<br />
models in total. In Figure 5.14 I plot the stress path parameters K 0 <strong>and</strong> γ 3 for the shallow models. I<br />
note that the stress path parameters for each reservoir are very similar to their deeper counterparts.<br />
I conclude that the depth <strong>of</strong> the reservoir does not appear to affect the stress evolution as a result <strong>of</strong><br />
inflation.<br />
5.5 Surface uplift<br />
An alternative geophysical method that can <strong>and</strong> has been applied to monitoring <strong>of</strong> CCS is to use InSAR<br />
to measure ground surface uplift above a reservoir. As the reservoir inflates with CO 2 injection, the<br />
ground surface may be pushed up by an amount that is detectable using satellite-based methods. This<br />
technique has been most notably demonstrated at the In Salah site, Algeria (Onuma <strong>and</strong> Ohkawa,<br />
2009), where uplift <strong>of</strong> a few mm has been detected. However, without a geomechanical model that<br />
simulates the reservoir <strong>and</strong> overburden it is difficult to relate surface deformation observations to<br />
reservoir processes. Such models have been developed for In Salah by Vasco et al. (2008) <strong>and</strong> Rutqvist<br />
et al. (2009). In Salah is located in the middle <strong>of</strong> a desert, a perfect environment for InSAR. As a result,<br />
measurements are very accurate, with a sub-millimetre resolution. In more challenging environments<br />
resolution may be as low as half a centimetre.<br />
In this section I present the surface deformation above the simple reservoir models developed above.<br />
The contours <strong>of</strong> surface uplift for the 3 different geometries are plotted in Figures 5.15 to 5.17. In<br />
all cases the shape <strong>of</strong> the uplift mirrors the region <strong>of</strong> pore pressure increase above the reservoir. The<br />
extensive reservoir (1z:100x:100y) shows the largest uplift, while for the small reservoir (1z:5x:5y) the<br />
uplift is so small as to be obscured by numerical noise.<br />
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