1.3.5 Geomechanical processes of concern

Geomechanical effects of CO2 storage may also have negative consequences for HSE. CO2 injection in the deep underground causes inevitably changes of the pre-existing underground pressure patterns. The influence of injection may reach far beyond the space occupied by the injected fluid. The geomechanical reaction of the storage complex on these induced stresses will result in the deformation of the storage complex. Deformation can either be localised or may affect large rock volumes. It can be rapid or slow.

Accordingly, different phenomena may be expected. Locally, incidents of rapid deformation may result in severe impacts and thus pose high risks. Geomechanical monitoring data are needed for keeping injection rates and resulting pressures within limits permitted for safe storage operation.

Leakage risks are given, when the pressure within a storage reservoir exceeds its fracture strength or the capillary entry pressure of caprocks. Fracturing may not only result in leakage, it could trigger micro-seismic events, that can be recorded and provide an early warning to operators so that counter-measures could be taken to reduce pressures and prevent/stop leakage. Pressures could also exceed the strength of pre-existing faults, which could trigger macro-seismic events (induced earthquakes) or open older mineralised fault zones, which could become a pathway for leakage then. Hence, pressure monitoring at critical points within the storage complex is essential for safe storage operations. While risks for fracturing of a caprock are highest at high points within the storage reservoir and close to injection wells, fault reactivation might happen in the surroundings of the storage site as well.

The gradual gentle deformation of larger rock volumes including the land surface, known from natural gas storage or natural gas production, can be monitored, e.g. by remote sensing in case of on-shore sites (e.g. Kühn et al., 2009). This way, areas of localised strain can be identified and monitoring could be intensified in such areas to provide baseline data for the quantification of further movements which eventually might cause damage to buildings. Then, additionally, monitoring tools for strain measurements can be installed in places of concern for health and safety monitoring. Even gentle, aseismic deformation of larger areas might pose environmental Risks, e.g. in flat low lands where subtle changes of the drainage patterns might affect sensitive ecosystems such as wetlands or tidal flats.