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Assessing salt precipitation and weak acid interaction in subsurface CO2 injection: Potential 50% strength decline in near-wellbore reservoir sandstones

Authors :
Nooraiepour, Mohammad
Polanski, Krzysztof
Masoudi, Mohammad
Kuczynski, Szymon
Derluyn, Hannelore
Nogueira, Liebert Parreiras
Bohloli, Bahman
Nagy, Stanislaw
Hellevang, Helge
Source :
Rock Mechanics and Rock Engineering, 2024
Publication Year :
2024

Abstract

Predictive modeling of CO2 storage sites requires a detailed understanding of physico-chemical processes and potential challenges for scale-up. Dramatic injectivity decline may occur due to salt precipitation pore clogging in high-salinity reservoirs, even over a short time frame. This study aims to elucidate the adverse impact of CO2-induced salt crystallization in porous media on the geomechanical properties of near-wellbore reservoir sandstones. As the impact of salt precipitation cannot be isolated from the precursor effects of interaction with CO2 and carbonic acid, we initiated our study by a comprehensive review of CO2 chemo-mechanical interactions with sandstones. We conducted laboratory geochemical CO2-brine-rock interactions at elevated pressures and temperatures on two sets of porous sandstone with contrasting petrophysical qualities. Two paths were followed: treatment with (a) CO2-acidified brine at 10 MPa fluid pressure and 60C for 7 days, and a second subset continuation with (b) supercritical injection until complete dry-out and salt precipitation. Afterward, the core samples were tested in a triaxial apparatus at varying stresses and temperatures. The elastic moduli of intact, CO2-reacted, and salt-damaged sandstones were juxtaposed to elucidate the extent of crystallization damages. The salt-affected specimens showed a maximum of 50 percent reduction in Young's and shear moduli and twice an increase in Poisson's ratio compared to intact condition. The deterioration was notably higher for the tighter rocks with higher initial stiffness.

Subjects

Subjects :
Physics - Geophysics

Details

Database :
arXiv
Journal :
Rock Mechanics and Rock Engineering, 2024
Publication Type :
Report
Accession number :
edsarx.2401.14852
Document Type :
Working Paper
Full Text :
https://doi.org/10.1007/s00603-024-04223-8