Abstract

Evaluating the anisotropy of transport parameters in rocks is important for various applications, such as reservoir engineering and rock mechanics. Owing to their anisotropic pore structures, the tortuosity, constrictivity, and pore size distribution of rocks are often anisotropic in nature, which in turn affect the permeability and diffusivity. However, it has still not been determined whether the permeability and diffusivity are anisotropic in the same manner. This study used experiments and numerical modeling to examine the effect of the pore structure on the permeability and diffusivity anisotropies of rocks. The experimental results showed a clear difference in the anisotropy ratios of the permeability (k⊥/k‖) and diffusivity (De⊥/De‖) for Berea sandstone, which is the de facto standard porous sandstone. The analysis results from micro-focus X-ray computed tomography and simulation with the lattice Boltzmann method supported the experimental difference in anisotropy ratios. In the analysis and simulation, the relation between the minimum cross-sectional porosity area and characteristic pressure gradient was estimated. The analysis results suggest that the minimum cross-sectional porosity areas that influence the permeability anisotropy are too large to physically induce anisotropic NaCl diffusion, and thus, the diffusivity of Berea sandstone is nearly isotropic.

Highlights

  • Studying the transport parameters of rocks in deep underground structures is required for geological disposal and/or reservoir engineering applications

  • Both experimental procedure and numerical modeling were employed to examine the effects of the pore structure on the anisotropy of transport parameters for Berea sandstone, whose grain arrangement is dominated by sedimentation

  • The difference in the anisotropy ratios suggests that a pore structure with a preferential orientation affects anisotropies of the permeability and diffusivity differently

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Summary

Introduction

Studying the transport parameters of rocks in deep underground structures is required for geological disposal and/or reservoir engineering applications. Yokoyama and Nakashima (2005) reported that the diffusion coefficients of pore water K+ ions in rhyolite were 5–6 and 7–9 times smaller in the direction normal to the flow plane than the other orthogonal and parallel orientations. To determine the migration of substances such as dissolved nuclides and CO2 that depend on the flow state of groundwater, the anisotropic ratios for both the permeability and diffusivity are required. It is still unclear whether a transport parameter for either the permeability or diffusivity is applicable to the other

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