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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2.5. DISCUSSION<br />
500<br />
1000<br />
1100<br />
Northing (m)<br />
0<br />
Depth (m)<br />
1200<br />
1300<br />
1400<br />
1500<br />
−500<br />
−500 0 500<br />
Easting (m)<br />
(a)<br />
1600<br />
−500 0 500<br />
Easting (m)<br />
(b)<br />
Figure 2.15: Map view (a) <strong>and</strong> EW cross section (b) <strong>of</strong> microseismic events recorded during<br />
Phase II. Events are broken up into two clusters occurring in October 2005 (red) <strong>and</strong> January<br />
2006 (blue). The majority <strong>of</strong> the January 2006 events are located within one cluster to the SE.<br />
Wells are marked as per Figure 2.7.<br />
analysis could also image the triaxial stress tensor in the reservoir. This would provide important<br />
information for guiding injection strategies <strong>and</strong> groundtruthing geomechanical models. However, focal<br />
mechanism analysis cannot be done with a single well array as at Weyburn.<br />
Another important point is whether or not microseismicity above the reservoir indicates topseal<br />
failure <strong>and</strong> the migration <strong>of</strong> CO 2 into the overburden. Stress arching effects, where loading<br />
<strong>of</strong> the reservoir transfers stress into the overburden, can also lead to failure in the overburden <strong>and</strong><br />
sideburden, without any fluid leaving the reservoir. To determine whether or not deformation results<br />
in increased fault permeability it is necessary to consider the rheology <strong>of</strong> the rock with respect to<br />
the stresses at the time <strong>of</strong> faulting. This underscores the importance <strong>of</strong> having a good underst<strong>and</strong>ing<br />
<strong>of</strong> the potential geomechanical behaviour <strong>of</strong> the storage site - it is likely that fluid migration or a<br />
pore-pressure connection into the overburden will be documented by a different spatial <strong>and</strong> temporal<br />
pattern in seismicity from those associated with stress arching effects.<br />
A key question is should CCS operations always/sometimes/never employ microseismic monitoring,<br />
<strong>and</strong> how should this decision be made Downhole monitoring is now a commonly used tool for<br />
monitoring hydraulic fracture stimulation. It presents a low cost option for long term CCS monitoring.<br />
Ideally, such monitoring would record little seismicity, suggesting that the CO 2 plume moves aseismically<br />
through the reservoir, inducing no significant rock failure, as seems to be the case at Weyburn.<br />
In total, over the entire Phase IB <strong>and</strong> Phase II microseismic monitoring experiment, only 86 reliably<br />
identifiable microseismic events were recorded in 5 years. However, the lack <strong>of</strong> data has meant that the<br />
microseismic monitoring at Weyburn has provided little information about the reservoir stress state<br />
<strong>and</strong> injection induced pressure fronts. <strong>Microseismic</strong> monitoring can be viewed as an early warning<br />
system, where large swarms <strong>of</strong> events in unexpected locations could be used to indicate that there<br />
is a risk <strong>of</strong> leakage. Paradoxically then, we should be placing geophones in the ground in the hope<br />
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