Inverse modeling of ground surface uplift and pressure with iTOUGH-PEST and TOUGH-FLAC: The case of CO2 injection at In Salah, Algeria. (November 2017)

• Record Type: Journal Article
• Authors: Rinaldi, Antonio P.; Rutqvist, Jonny; Finsterle, Stefan; Liu, Hui-Hai
• Is Part Of: Computers & geosciences. Volume 108(2017)
• Page Start: 98
• Page End: 109
• Publication Date: 2017-11
• Subjects: Geomechanics -- CO2 sequestration -- Inverse modeling -- Coupled modeling -- TOUGH-FLAC -- iTOUGH-PEST; Environmental policy -- Periodicals; 550.5
• DOI: 10.1016/j.cageo.2016.10.009
• Languages: English
• ISSNs: 0098-3004

Abstract

Abstract: Ground deformation, commonly observed in storage projects, carries useful information about processes occurring in the injection formation. The Krechba gas field at In Salah (Algeria) is one of the best-known sites for studying ground surface deformation during geological carbon storage. At this first industrial-scale on-shore CO2 demonstration project, satellite-based ground-deformation monitoring data of high quality are available and used to study the large-scale hydrological and geomechanical response of the system to injection. In this work, we carry out coupled fluid flow and geomechanical simulations to understand the uplift at three different CO2 injection wells (KB-501, KB-502, KB-503). Previous numerical studies focused on the KB-502 injection well, where a double-lobe uplift pattern has been observed in the ground-deformation data. The observed uplift patterns at KB-501 and KB-503 have single-lobe patterns, but they can also indicate a deep fracture zone mechanical response to the injection. The current study improves the previous modeling approach by introducing an injection reservoir and a fracture zone, both responding to a Mohr-Coulomb failure criterion. In addition, we model a stress-dependent permeability and bulk modulus, according to a dual continuum model. Mechanical and hydraulic properties are determined through inverse modeling by matching the simulated spatial and temporal evolution of uplift to InSAR observations as well as by matching simulated and measured pressures. The numerical simulations are in agreement with both spatial and temporal observations. The estimated values for the parameterized mechanical and hydraulic properties are in good agreement with previous numerical results. In addition, the formal joint inversion of hydrogeological and geomechanical data provides measures of the estimation uncertainty. Highlights: Modeling of deep fracture opening and stress-dependent permeability at the In Salah CO2 storage project. Hydromechanical parameters estimation with inverse modeling of coupled fluid flow and geomechanics. Sensitivity analysis highlights strong coupling between hydromechanical parameters and observations. Exploring the uncertainty range in estimated parameters.