5.3.2 Surface uplift

Comerlati et al., 2006 investigated the potential of CO2 injection below the Venice Lagoon using available geological, geophysical, hydrologic, and geomechanical data, and with the aid of advanced numerical models. Using a coupled flow-geomechanical model, the amount of the rise of the ground surface because of the reduction of the effective stress in the aquifer and consequent rock expansion could be estimated. A seven cm uplift has been obtained with the most probable parameter selection (base case) (Fig. 5-3).

E. Fig . 5-3

Fig. 5-3: Base case predicted overpressure along the north-south cross-section of Venice Lagoon at the end of a 10 year simulation period (Comerlati et al., 2006).

Another area where the surface uplift caused by the injection of CO2 has been studied is the In Salah gas field in Algeria. Using the surface deformation detected by Interferometric Synthetic Aperture Radar (InSAR) around three different injection wells (KB501, KB502 and KB503), methods that provide early warnings about potential leakage of CO2 from the reservoir and the possibility of monitoring the injection performance have been tested. The InSAR data show a surface uplift of the order of 5 mm per year above active CO2 injection wells and the uplift pattern extends several km from the injection wells (Onuma and Ohkawa, 2009; Vasco et al., 2008). The surface heave pattern of NW-SE trending elongation suggests a relationship between structural features and the distribution of the CO2 plume. Onuma and Ohkawa, 2009 concluded that when an adequate number of interferometry pairs are available, the deformation time series can be detected, which may be supplemental data for refining the model of underground distribution of injected CO2. The InSAR data was used by Rutqvist et al., (2009) to constrain the coupled reservoir-geomechanical model. The uplift depends on the magnitude of pressure change, injection volume and elastic properties of the reservoir and overburden. The sensitivity studies showed that although most of the observed uplift magnitude can be explained by poro-elastic expansion of the 20 m thick injection zone, there could also be a significant contribution from pressure changes within the adjacent caprock. Using small-scale faults and fractures, an integrated geomechanical model, which includes the Carboniferous (C10.2) injection zone, the caprock overburden and underburden was constructed by Gemmer et al., 2012 in order to predict the fluid flow and rock mechanical response to pore pressure changes. The stress and strain resulting from the injection of CO2 is simulated with ABAQUS software using a two-dimensional plane-strain finite element model (Fig. 5-4). Pressure/fluid-flow in fractures seen in the seismic interpretation that is indicated by seismic time-shifts is validated by the estimated stress change through the geomechanical model. The observed 2 cm of uplift could only be explained by an unrealistically low stiffness. Therefore, Gemmer et al., 2012 studied the effects of the rock mechanical properties on the surface displacement pattern by a number of sensitivity models. The distinct uplift of the ground surface observed directly above the fault/fracture zone at the KB-502 location (Fig. 5-5) could be explained by cases where pre-existing faulting and fracturing has led to material weakening due to reduction of the cohesion or reduction of the minimum horizontal stress.

E. Fig . 5-4

Fig. 5-4: Satellite image of cumulative surface deformation at Krechba due to CO2 injection (Mathieson et al., 2011).

E. Fig . 5-5

Fig. 5-5: a) History matching of the CO2 injection pressure at In Salah at injection well KB-502 b) implementation of the fault zone COntained in C10.2-3 in the reservoir model (Shi et al., 2013).