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 9.<br />
CONCLUSIONS<br />
accuracy <strong>of</strong> a particular model, which will be useful for any reservoir activity but particularly for<br />
proving the integrity <strong>of</strong> a CCS site to the satisfaction <strong>of</strong> any regulator.<br />
9.2 Future Work<br />
If CCS is to be used a tool for reducing anthropogenic CO 2 emissions by a significant amount then<br />
the current pilot scale projects must be scaled up both in terms <strong>of</strong> the size <strong>of</strong> each project <strong>and</strong> the<br />
number <strong>of</strong> projects. As such, the lessons learnt during this scale-up will inevitably add a huge amount<br />
<strong>of</strong> underst<strong>and</strong>ing to what we have gained from the pilot projects. Therefore it is likely that there will<br />
be a huge amount <strong>of</strong> development moving forward some <strong>of</strong> the ideas presented in this thesis.<br />
This thesis presents a workflow to match geomechanical modelling predictions with microseismic<br />
activity in order to improve our underst<strong>and</strong>ing <strong>of</strong> deformation in reservoirs. This workflow consists <strong>of</strong><br />
a number <strong>of</strong> separate steps, bringing together a number <strong>of</strong> different disciplines, <strong>and</strong> improvements in<br />
all <strong>of</strong> them are likely to be developed in the near future.<br />
The event locations presented in this thesis have been computed by ray-tracing through 1-D<br />
velocity models blocked from borehole logs. Already, new techniques are being developed where the<br />
velocity model is inverted for in combination with the event locations, providing more accurate event<br />
locations <strong>and</strong> improved velocity models. Additionally, velocity models used for event location are<br />
usually isotropic, yet shear wave splitting observations show that anisotropic models would <strong>of</strong>ten be<br />
more appropriate. Multiplet analysis <strong>and</strong>/or reverse time migration have also shown potential to<br />
reduce the error in event location. With improved event locations, our interpretations <strong>of</strong> microseismic<br />
activity will be improved.<br />
Although semi-automated, the shear wave splitting measurements that I make have been picked<br />
manually, <strong>and</strong> the quality control is also done manually. This is possible because there is only a small<br />
amount <strong>of</strong> data. With larger datasets, these steps must be automated, <strong>and</strong> techniques are currently<br />
being developed that can do so (e.g., Wüstefeld et al., 2010a). This technique also identifies null<br />
results automatically, which can be important in determining the orientation <strong>of</strong> anisotropic symmetry<br />
axes.<br />
The geomechanical models developed are simple <strong>and</strong> representative in nature. I anticipate that,<br />
with greater computing power, full models will be developed with increasing regularity that will allow<br />
the reservoir to be modelled in more detail. However, this greater detail must be accompanied by<br />
more accurate model population. The elastic stiffness across a reservoir unit will not be uniform,<br />
but variable throughout, <strong>and</strong> this variation could potentially be included if the information could be<br />
inverted for based on high quality 3-D seismic observations or based on geostatistical models that<br />
describe characteristic scales <strong>and</strong> distributions <strong>of</strong> heterogeneity. Additionally, it is known that CO 2<br />
will react with the minerals <strong>of</strong> reservoir rocks, with dissolution <strong>of</strong> calcite being the principal effect.<br />
With improvements in experimental measurement <strong>and</strong> reactive transport modelling, the effects <strong>of</strong><br />
dissolution on rock mechanical properties might also be included.<br />
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