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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 />

23

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