International Geologiical Congress - Oslo 2008

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COC-03 Risk and vulnerability assessment related to geological storage of CO2

 

Measuring the sealing capacity of caprocks for CO2 storage, Nordland Shale example

 

Edesio Miranda-Barbosa, University of Bergen (Norway)
Bjørn Kvamme, University of Bergen (Norway)
Per Aagaard, University of Oslo (Norway)
 

 

Using empirical relationships and mineralogical informations it's possible to determine the maximum CO2 column necessary to induce the capillary failure of the seal.

The capacity of CO2 storage in some aquifer is related to the quantity of CO2 stored and also the residence time for the injected CO2. Lindeberg (1997) relates that due to the sedimentary origin of aquifers or due to the stratified layers of sediments that compose this aquifer, we will find a varying permeability in sandstones and low permeability in shales.

The caprocks of some reservoir/aquifer are constituted mainly by shales that can function as sealing against eventual leakage of CO2.

However there are still many questions about the measurement of capacity of caprock to seal. To predict this sealing capacity Krushin (1997) suggested an equation based in displacement pore throat diameters which in turn is related to its mineralogy, particularly about quartz content. This equation is resumed as: displacement pore throat diameter (nm) 1,4 (%quartz in matrix) ? 20 ,5 . But this is limited to non-smectitic and non-organic shales. So it's not applicable to Nordland shale (<2% of smectite). A correction or simplification of this problem was suggested by Lindeberg (1997). He considered a pressure difference for CO2 and water wet shale pore as in the following equation :

Δp = 2 σ/r,

where Δp = pressure difference in Mpa and σ = water wet shale pore in mN/m.
The prediction of pressures of capillarity for Nordland shale show the trapping of CO2 column for this formation varying from 11469, 1063 and 1188 m high .

Other measurements of sealing capacity of caprock were done by Dewhurst et al. (2002) for Muderong Shale in the northern Carnarvon Basin, northwest shelf of Australia. They have used this equation

Pc = 4γcos θ/d,

where γ is interfacial tension and θ is the contact angle between fluid and solid. The nature smectitic of this shale (28% of smectite, it is the main clay mineral of this rock) impose a contact angle of 140° as described by Diamond (1970). If the shale was more illitic or kaolinitic the contact angle would have been 150°. Then for Muderong shale an adaptation of the last equation has been created.

Pbh = Pc (γhCosθh)/(γCosθ) ,

where Pbh is a pressure sub-surface brine-hydrocarbon and γh and θh are interfacial tension and contact angles for the rock-brine-hydrocarbon system.
Updating the last equations and focalizing on Nordland Shale we have noted a diminution of the column height of CO2 but not meaning an inefficacy of the sealing.

 

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