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Addressing caprock failure tendency in deep saline aquifers through ...

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Uncerta<strong>in</strong>ty on the Caprock hydraulic properties<br />

Observation : the <strong>caprock</strong> properties have an important <strong>in</strong>fluence on the<br />

overpressure at the <strong>in</strong>terface with the reservoir aquifer layer (Birkholzer et al., 2009)<br />

Objective : def<strong>in</strong>e the <strong>caprock</strong> properties so that the overpressure is maximum =<br />

critical configuration<br />

Property<br />

Intr<strong>in</strong>sic permeability<br />

Permeability<br />

anisotropy<br />

Porosity<br />

Symbol Lower<br />

bound<br />

Upper<br />

bound<br />

Kh 5.e-5 1.0 mD<br />

A 1/100 1/10 (-)<br />

ω 5 15 %<br />

Van Genuchten<br />

parameter P0 1 8 MPa<br />

Unit Reference<br />

Lab test of the Geocarbone<br />

Integrity project, Fleury et al.,<br />

2007<br />

Andra, 2005<br />

Assumed<br />

Lab test of the Geocarbone<br />

Integrity project, Fleury et al.,<br />

vendredi 12 ju<strong>in</strong> 2009 > > 112<br />

2007<br />

Lab test of the Geocarbone<br />

Integrity project, Fleury et al.,<br />

2007<br />

Andra, 2005<br />

Andre et al., 2007<br />

Bachu and Bennion, 2007<br />

Van Genuchten<br />

parameter<br />

λ 0.330 0.600 (-)<br />

Residual Water<br />

saturation<br />

Slr 20 30 %<br />

Birkholzer et al., 2009<br />

Residual Gas<br />

saturation<br />

Sgr 5 35 %<br />

Bachu and Bennion, 2007<br />

Birkholzer et al., 2009<br />

Pore compressibility C 4.5e-10 9.0e-10 Pa-1 Birkholzer et al., 2009

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