Abstract

Water permeation into a porous medium is a common but important phenomenon in many engineering fields such as hydraulic fracturing. The water permeation front moves with time and may significantly impact the field variable evolution near the water front. Many algorithms have been developed to calculate this water front motion, but few numerical algorithms have been available to calculate the water front motion in anisotropic fluid-solid couplings with high computational efficiency. In this study, a numerical model is proposed to investigate the front motion of water permeation into an anisotropic porous medium. This model fully couples the mechanical deformation, fluid flow, and water front motion. The water front motion is calculated based on a directional Darcy’s flow in the anisotropic porous medium, and a revised formula with a correction coefficient is developed for the estimation of permeation depth. After verification with three sets of experimental data, this model is used to numerically investigate the impacts of permeability, viscosity, permeability anisotropy, and mechanical anisotropy on water front motion. Numerical results show that the proposed model can well describe the anisotropic water permeation process with reasonable accuracy. The permeation depth increases with permeability, mobility, and mechanical anisotropy but decreases with viscosity and permeability anisotropy. The correction coefficient mainly depends on porosity evolution, flow pattern, mobility, permeability anisotropy, and mechanical anisotropy.

Highlights

  • Water permeation into a porous medium is a common phenomenon in many engineering fields: masonry structure [1,2,3,4], hydraulic fracturing [5,6,7,8,9], concrete [10,11,12,13], and carbon capture and storage (CCS) [14,15,16]

  • A numerical model was proposed to investigate the front motion of water permeation into an anisotropic porous medium

  • A revised formula with a correction coefficient was proposed for the quick estimation of the permeation depth of water front

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Summary

Introduction

Water permeation into a porous medium is a common phenomenon in many engineering fields: masonry structure [1,2,3,4], hydraulic fracturing [5,6,7,8,9], concrete [10,11,12,13], and carbon capture and storage (CCS) [14,15,16]. A moving boundary method is proposed to investigate the front motion of anisotropic water permeation Based on this method, a new anisotropic fully coupled model is established by creatively incorporating water front motion into the interaction between mechanical deformation and fluid flow in an anisotropic porous medium. A new anisotropic fully coupled model is established by creatively incorporating water front motion into the interaction between mechanical deformation and fluid flow in an anisotropic porous medium This model is verified by three sets of experimental data and used to investigate the impacts of permeability, viscosity, permeability anisotropy, and mechanical anisotropy on the permeation depth of water front.

Governing Equations for Each Physical Process
Ez εyz εzx
Verification of Numerical Model
Revised Formula for the Estimation of Water Front Motion
Parametric Study on Permeation Depth
Impact of Mobility
Anisotropic ratio ky ky ky
Conclusions
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