Vadose Zone Remediation of CO2 Leakage from Geologic CO2 Storage Sites

In the unlikely event that CO2 leakage from deep geologic CO2 sequestration sites reaches the vadose zone, remediation measures for removing the CO2 gas plume may have to be undertaken. Carbon dioxide leakage plumes are similar in many ways to volatile organic compound (VOC) vapor plumes, and the same remediation approaches are applicable. We present here numerical simulation results of passive and active remediation strategies for CO2 leakage plumes in the vadose zone. The starting time for the remediation scenarios is assumed to be after a steady-state CO2 leakage plume is established in the vadose zone, and the source of this plume has been cut off. We consider first passive remediation, both with and without barometric pumping. Next, we consider active methods involving extraction wells in both vertical and horizontal configurations. To compare the effectiveness of the various remediation strategies, we define a half-life of the CO2 plume as a convenient measure of the CO2 removal rate. For CO2 removal by passive remediation approaches such as barometric pumping, thicker vadose zones generally require longer remediation times. However, for the case of a thin vadose zone where a significant fraction of the CO2 plume mass resides within the high liquid saturation region near the water table, the half-life of the CO2 plume without barometric pumping is longer than for somewhat thicker vadose zones. As for active strategies, results show that a combination of horizontal and vertical wells is the most effective among the strategies investigated, as the performance of commonly used multiple vertical wells was not investigated.

[1]  Karsten Pruess,et al.  Density-driven flow of gas in the unsaturated zone due to the evaporation of volatile organic compounds , 1989 .

[2]  Ronald W. Falta,et al.  Analytical solutions for steady state gas flow to a soil vapor extraction well , 1992 .

[3]  Eungyu Park,et al.  Vapor Flow to Horizontal Wells in Unsaturated Zones , 2002 .

[4]  K. Pruess,et al.  TOUGH2 User's Guide Version 2 , 1999 .

[5]  Analytical Solution for Subsurface Gas Flow to a Well Induced by Surface Pressure Fluctuations , 2002, Ground water.

[6]  Charles S. Sawyer,et al.  Productivity Comparison of Horizontal and Vertical Ground Water Remediation Well Scenarios , 1998 .

[7]  Curtis M. Oldenburg,et al.  On Leakage and Seepage from Geologic Carbon Sequestration Sites: Unsaturated Zone Attenuation , 2003 .

[8]  Stefan Bachu,et al.  Aquifer disposal of CO2: Hydrodynamic and mineral trapping , 1994 .

[9]  R. Falta Analytical Solutions for Gas Flow Due to Gas Injection and Extraction from Horizontal Wells , 1995 .

[10]  B. Hunt,et al.  Vapor Flow to Trench in Leaky Aquifer , 2000 .

[11]  T. Cleveland Recovery Performance for Vertical and Horizontal Wells Using Semianalytical Simulation , 1994 .

[12]  Karsten Pruess,et al.  Numerical modeling of steam injection for the removal of nonaqueous phase liquids from the subsurface: 2. Code validation and application , 1992 .

[13]  Jonathan F. Sykes,et al.  Modeling the transport of volatile organics in variably saturated media , 1989 .

[14]  C. Doughty,et al.  Application of the vadose zone monitoring system at a TCE-contaminated site: Field data and modeling summary , 1999 .

[15]  Sam Holloway,et al.  Safety of the underground disposal of carbon dioxide , 1997 .

[16]  P. Witherspoon,et al.  Numerical modeling of steam injection for the removal of nonaqueous phase liquids from the subsurface. 1. Numerical formulation , 1992 .