3.3.6 In Salah CO2 Storage Project

The In Salah project in Algeria is an industrial-scale CO2 storage project that has been in operation since 2004. CO2 from several gas fields, which have a CO2 content of 5-10%, is removed from the production stream to meet the gas export specification of 0.3% CO2. Rather than vent the separated CO2 to atmosphere (as was normal industry practice for such gas plants), joint venture (JV) partners invested an incremental $100 million in a project to compress, dehydrate, transport, and inject about 70% of that CO2 into a deep saline formation down-dip of the producing gas horizon. The injection formation is a 20 m thick Carboniferous sandstone, 1900 m below ground with around 15% porosity and 10 mD permeability (Fig. 3-7). Three state-of-the-art horizontal CO2 injection Wells were drilled perpendicular to the minimum horizontal stress direction, and therefore the dominant fracture orientation, to maximise the injection capacity. By the end of 2008, over 2.5 million tonnes of CO2 had been stored underground.

E. Fig . 3-7

Fig. 3-7: a) Krechba field layout; b) Krechba structure map - C10.2; c) 1997 3D seismic image (Mathieson et al., 2011).

The interferometric synthetic aperture radar (InSAR) technique has been used to measure the surface movement caused by CO2 injection in the In Salah CO2 storage project (Vasco et al., 2008). Surface uplift has been detected over all three of the In Salah CO2 injection wells with corresponding subsidence also observed over the gas production area. The distinctive two-lobed uplift pattern over KB- 502 suggests the tensile opening of a structural discontinuity at depth. Shi et al., 2012 conducted a simulation study by history matching the dynamic behaviour of the fault (zone) transmissibility with the estimated flowing bottom-hole pressure at KB-502. The results are found to be consistent with the stress analysis and the field observations as shown in Fig. 3-7. Specifically, it is believed that, prior to March 2006, the two-lobed surface response is primarily caused by CO2 injection induced tensile reactivation of a non-sealing fault zone and its subsequent confined growth (lateral propagation and widening) within the C10 formation. The increasingly pronounced uplift pattern observed after March 2006, against a steady decline in the FBHP, is predominantly the result of localised CO2 migration into and pressurisation of a fracture (or fault damage) zone in the lower caprock at the top of the tight sandstone formation (C10.3) overlying the main storage reservoir (C10.2) by the elevated injection pressure.

E. Fig . 3-8a

E. Fig . 3-8b

Fig. 3-8: History matching of the JIP field BHP using dynamic fracture transmissibility: a) fracture growth confined to C10.2 and C10.3; b) implementation of vertical fracture extension (Shi et al., 2012).