5.3.1 Large-scale geomechanical modelling

Rutqvist et al., 2008 modelled multi-layer systems using a coupling between TOUGH2 and FLAC3D. In this study, CO2 is injected as supercritical fluid for 30 years. It spreads both laterally and upward, displacing the native brine. During the injection period, the reservoir pressure increases gradually but stays below the lithostatic stress at the depth of the injection zone. The poro-elastic modelling showed that the effective stress decreases as fluid pressure increases within the CO2 storage system, as shown in Fig. 5-1. Le Gallo et al., 2006 presented the long-term impact of CO2 injection into a saline aquifer using the reactive transport model COORES and the geomechanical model ABAQUS. Shi and Durucan, 2009 performed a coupled geomechanical-reservoir modelling study using Schlumberger's ECLIPSE 300 simulator. The aim of the study was to evaluate the hydro-mechanical response of the reservoir rock and overburden formations to historical and current gas production rates and several CO2 injection scenarios at Atzbach-Schwanenstadt natural gas field. The simulation results in terms of the vertical deformation at the top of the reservoir and changes in the vertical effective stress after 40 years CO2 injection are presented in Fig. 5-2.

Fig . 5-1a

Fig. 5-1: Simulated coupled reservoir-geomechanical responses after 30 years of CO2-injection into a multi-layered and Faulted system: a) spread of CO2 rich fluid (solid-line contours) and changes in fluid pressure (dashed-line contours); b) fluid-pressure induced changes in vertical (solid-line contours) and horizontal (dashed-line contours) effective stresses (Rutqvist et al., 2008).

E. Fig . 5-2

Fig. 5-2: Simulated distribution of vertical deformation and effective vertical stress at 2050 (Shi et al., 2009).