Numerical modeling of three-phase dissolution of underground cavities using a diffuse interface model - Archive ouverte HAL Access content directly
Journal Articles International Journal for Numerical and Analytical Methods in Geomechanics Year : 2014

Numerical modeling of three-phase dissolution of underground cavities using a diffuse interface model

(1) , (2) , (1) , (1)
1
2

Abstract

Natural evaporite dissolution in the subsurface can lead to cavities having critical dimensions in the sense of mechanical stability. Geomechanical effects may be significant for people and infrastructures because the underground dissolution may lead to subsidence or collapse (sinkholes). The knowledge of the cavity evolution in space and time is thus crucial in many cases. In this paper, we describe the use of a local nonequilibrium diffuse interface model for solving dissolution problems involving multimoving interfaces within three phases, that is, solid–liquid–gas as found in superficial aquifers and karsts. This paper generalizes developments achieved in the fluid–solid case, that is, the saturated case [1]. On one hand, a local nonequilibrium dissolution porous medium theory allows to describe the solid–liquid interface as a diffuse layer characterized by the evolution of a phase indicator (e.g., porosity). On the other hand, the liquid–gas interface evolution is computed using a classical porous medium two-phase flow model involving a phase saturation, that is, generalized Darcy's laws. Such a diffuse interface model formulation is suitable for the implementation of a finite element or finite volume numerical model on a fixed grid without an explicit treatment of the interface movement. A numerical model has been implemented using a finite volume formulation with adaptive meshing (e.g., adaptive mesh refinement), which improves significantly the computational efficiency and accuracy because fine gridding may be attached to the dissolution front. Finally, some examples of three-phase dissolution problems including density effects are also provided to illustrate the interest of the proposed theoretical and numerical framework.

Dates and versions

ineris-03166372 , version 1 (11-03-2021)

Identifiers

Cite

Haishan Luo, Farid Laouafa, J. Guo, Michel Quintard. Numerical modeling of three-phase dissolution of underground cavities using a diffuse interface model. International Journal for Numerical and Analytical Methods in Geomechanics, 2014, 38 (15), pp.1600-1616. ⟨10.1002/nag.2274⟩. ⟨ineris-03166372⟩
9 View
0 Download

Altmetric

Share

Gmail Facebook Twitter LinkedIn More