Lattice Boltzmann Simulations of Supercritical CO 2 Water Drainage Displacement in Porous Media: CO 2 Saturation and Displacement Mechanism Hirotatsu Yamabe,* , Takeshi Tsuji, Yunfeng Liang, and Toshifumi Matsuoka Environment and Resource System Engineering, Kyoto University, Kyoto, Kyoto 615-8540, Japan International Institute for Carbon-Neutral Energy Research (WPI-I2CNER), Kyushu University, Fukuoka, Fukuoka 819-0395, Japan * S Supporting Information ABSTRACT: CO 2 geosequestration in deep aquifers requires the displacement of water (wetting phase) from the porous media by supercritical CO 2 (nonwetting phase). However, the interfacial instabilities, such as viscous and capillary ngerings, develop during the drainage displacement. Moreover, the burstlike Haines jump often occurs under conditions of low capillary number. To study these interfacial instabilities, we performed lattice Boltzmann simulations of CO 2 water drainage displacement in a 3D synthetic granular rock model at a xed viscosity ratio and at various capillary numbers. The capillary numbers are varied by changing injection pressure, which induces changes in ow velocity. It was observed that the viscous ngering was dominant at high injection pressures, whereas the crossover of viscous and capillary ngerings was observed, accompanied by Haines jumps, at low injection pressures. The Haines jumps owing forward caused a signicant drop of CO 2 saturation, whereas Haines jumps owing backward caused an increase of CO 2 saturation (per injection depth). We demonstrated that the pore-scale Haines jumps remarkably inuenced the ow path and therefore equilibrium CO 2 saturation in crossover domain, which is in turn related to the storage eciency in the eld-scale geosequestration. The results can improve our understandings of the storage eciency by the eects of pore-scale displacement phenomena. INTRODUCTION CO 2 geosequestration is one of the promising solutions for reducing carbon emissions and global warming. 13 The estimation of geological CO 2 storage capacity, evaluation of leakage risk, and enhancement of storage eciency are current focuses and require understanding of microscopic CO 2 ow in porous media, such as the ngering phenomenon. To examine CO 2 ow in porous media, a number of experimental studies have been conducted. The preceding experiments can be divided into two approaches: core-ooding experiments using magnetic resonance imaging (MRI) or X-ray computed tomography (CT) 49 and the observation of uid displacement in fabricated micromodels. 1014 With X-ray CT scanners or MRI, we can measure the saturation and uid distribution changes during core ood experiments with CO 2 . 48 However, the microscopic uid state cannot be detected with medical CT scanners due to not high resolution (millimeter scale) compared with pore sizes. The resolution of microfuocus CTs are high, but it takes a long time to take one image unless fast synchrotron-based sources are used. 9 Recent advances in microfabrication have enabled us to create arbitrary micropore network models. The experimental studies with two- dimensional microporous media have been conducted to reveal the mechanisms of immiscible uid displacement. Despite the use of simple two-dimensional porous media, the contributions of these experimental studies to knowledge of uid dynamics are considerable. 1014 In general, understanding the ow of multiphase uids in porous media has been a subject of great interest over a wide range of scientic and engineering disciplines. 11,1420 Lenor- mand et al. have discussed the pore-scale displacement mechanism of the drainage process from the standpoint of viscous and capillary forces. 21 The eects of these forces on drainage displacement processes can be characterized by two dimensionless numbers: the capillary number (Ca), which is dened as Ca = μ in U in /σ, where μ in , U in , and σ are the viscosity of injected uid, velocity of the injected uid, and interfacial tension, respectively; and the viscosity ratio (M), dened as the ratio of viscosities of the nonwetting and wetting uids. In subsurface rocks, the CO 2 phase usually behaves as a nonwetting phase, thus the displacement process in CO 2 Received: September 15, 2014 Revised: November 25, 2014 Accepted: November 26, 2014 Published: November 26, 2014 Article pubs.acs.org/est © 2014 American Chemical Society 537 dx.doi.org/10.1021/es504510y | Environ. Sci. Technol. 2015, 49, 537543