2.3.3 CO2 storage in offshore saline aquifers

A large part of the European storage capacity is found in offshore saline aquifers, especially in the North Sea region, around Britain and Ireland, to some extent in the Barents Sea and likely in the Baltic Sea (Vangkilde-Pedersen et al., 2008). The first and best known industrial CCS project in this domain is Sleipner in the Norwegian sector of North Sea (Chadwick et al., 2006; Fig. 2-10), from which a comprehensive information package is available. A couple of other offshore projects followed; Snøhvit, and K12-B. These projects were developed by the hydrocarbon industry years before the 2009/31/EC Directive on geological storage of carbon dioxide were proposed - rather these guidelines were based on findings of the projects.

E. Fig . 2-10

Fig. 2-10: The Sleipner project - CO2 is stored in saline aquifer above gas field (Digitalt, Alligator film/BUG, Statoil ASA).

Tab. 2-8: Parameters important for the evaluation of storage safety in offshore saline aquifers. (after Chadwick et al., 2006).

Parameter

Depth (of the reservoir)

Caprock thickness

Caprock quality and integrity

Capillary entry pressure

Closure

Description

CO2 in supercritical phase (depth and pressure correlate well, temperature depends on local geothermal gradient)

Primary at least of 20 m, recommended over 100 m and/or other caprock complexes above

Low permeability, high capillary entry pressure, rather no faulting and lateral facies' changes within the caprock complex

Much higher than buoyancy force of the column of injected CO2 (injection simulations assess the safe amount of CO2)

Anticline height sufficient the plume will not exceed the spill point (injection simulations necessary in order to assess the controllable amount)

The obvious safety precaution for storage in saline aquifers offshore is to avoid direct conflicts with hydrocarbon production, though pressure build-up within an aquifer just below the gas horizon might be beneficial to gas production. Insignificant leaks from natural pathways are usually ignored because such phenomena are known to occur naturally. Failures of transport and storage infrastructure (wells) do matter, as well as major leakages due to faulting and insufficient quality and integrity of caprock; the criteria presented above have to be applied in order to avoid such a situation when selecting storage sites. In principle, similar parameters are important for offshore as for onshore storage (Tab. 2-8), except the fact that groundwater protection is not important offshore.