Leakage of CO 2 Through Abandoned Wells: Role of Corrosion of Cement

The potential leakage of CO 2 from a geological storage site through existing wells represents a major concern. An analysis of well distribution in the Viking Formation in the Alberta basin, a mature sedimentary basin representative for North American basins, shows that a CO 2 plume and/or acidified brine may encounter up to several hundred wells. If carbon dioxide is geologically stored in regions, such as this, that have experienced intensive exploration for petroleum products, the acidified brine will come into contact with numerous abandoned wells. Corrosion of the cement that seals the well could lead to rapid leakage, so it is essential to determine the duration and intensity of exposure to the acid. Detailed numerical simulations with Dynaflow, incorporating a flash calculation to find the phase distribution and speciation in the brine, indicate that the carbonated brine may spend years in contact with the cement in abandoned wells. Preliminary results from an ongoing experimental study of cement corrosion indicate that the rate of attack is rapid, when the pH of the solution is low, so the risk of leakage will be high if the acidic brine can flow through an annulus and bring fresh acid into contact with the cement.

[1]  F. Glasser,et al.  The reaction between cement and natural waters containing dissolved carbon dioxide , 1992 .

[2]  L. E. Kukacka,et al.  Carbonation of geothermal grouts — Part 1: CO2 attack at 150°C , 1986 .

[3]  A. Neville Properties of Concrete , 1968 .

[4]  John P. Baltrus,et al.  Experimental and simulation studies on mineral trapping of CO2 with brine , 2004 .

[5]  Erik Lindeberg,et al.  Escape of CO2 from aquifers , 1997 .

[6]  Michael A. Celia,et al.  Upscaling relative permeabilities in a structured porous medium , 2004 .

[7]  Jan M. Nordbotten,et al.  Evaluation of the spread of acid-gas plumes injected in deep saline aquifers in western Canada as an analogue for CO2 injection into continental sedimentary basins , 2005 .

[8]  D. Bentz,et al.  Influence of Calcium Hydroxide Dissolution on the Transport Properties of Hydrated Cement Systems | NIST , 2001 .

[9]  F. Adenot,et al.  Modelling of the corrosion of the cement paste by deionized water , 1992 .

[10]  Horst-Jürgen Herbert,et al.  Long-Term Leaching Experiments of Full-Scale Cemented Waste Forms: Experiments and Modeling , 2000 .

[11]  R. A. Bruckdorfer,et al.  Carbon Dioxide Corrosion in Oilwell Cements , 1986 .

[12]  D. D. Onan,et al.  Effects of Supercritical Carbon Dioxide on Well Cements , 1984 .

[13]  V. Zivica,et al.  Acidic attack of cement-based materials—a review Part 2. Factors of rate of acidic attack and protective measures , 2002 .

[14]  Sookyun Wang,et al.  Dissolution of a mineral phase in potable aquifers due to CO2 releases from deep formations; effect of dissolution kinetics , 2004 .

[15]  George W. Scherer,et al.  Measuring permeability and stress relaxation of young cement paste by beam bending , 2003 .

[16]  M. Celia,et al.  Numerical modeling of carbon dioxide in unsaturated soils due to deep subsurface leakage , 2004 .

[17]  E. Garboczi,et al.  Modelling the leaching of calcium hydroxide from cement paste: effects on pore space percolation and diffusivity , 1992 .

[18]  P. Gegout,et al.  Effect of pH on the durability of cement pastes , 1992 .

[19]  T. Hartmann,et al.  The effect of supercritical carbon dioxide treatment on the leachability and structure of cemented radioactive waste-forms , 1999 .

[20]  M. Celia,et al.  Analytical solutions for leakage rates through abandoned wells , 2004 .

[21]  G. Scherer,et al.  Measuring Permeability of Rigid Materials by a Beam‐Bending Method: III, Cement Paste , 2002 .

[22]  Zhenhao Duan,et al.  An improved model calculating CO2 solubility in pure water and aqueous NaCl solutions from 273 to 533 K and from 0 to 2000 bar , 2003 .

[23]  L. E. Kukacka,et al.  Carbonation of geothermal grouts — Part 2: CO2 attack at 250°C , 1987 .

[24]  Jan M. Nordbotten,et al.  Injection and Storage of CO2 in Deep Saline Aquifers: Analytical Solution for CO2 Plume Evolution During Injection , 2005 .

[25]  H. Jennings Colloid model of C−S−H and implications to the problem of creep and shrinkage , 2004 .

[26]  D. Peng,et al.  A New Two-Constant Equation of State , 1976 .

[27]  G. Scherer Measuring Permeability of Rigid Materials by a Beam‐Bending Method: I, Theory , 2004 .