Pressure Jump Stabilization for Compositional Poromechanics on Unstructured Meshes

Ryan M. Aronson, François P. Hamon, N. Castelletto, Joshua A. White, H. Tchelepi
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Abstract

While commonly used in practice for large-scale simulation of coupled subsurface flow and displacement, discretizations in which the solid matrix displacement is represented using linear, nodal elements and flow variables are represented as piecewise constants over each cell are not inherently inf-sup stable. This means that when undrained and incompressible conditions are approached, spurious pressure oscillations will appear in the numerical solution. This is particularly relevant in simulations of carbon sequestration, where the caprock above the injection location should be nearly impermeable. In this work we extend the idea of pressure jump stabilization to the compositional poromechanics setting in order to suppress these spurious oscillations. We apply this method to simulations of CO2 injection into a synthetic aquifer which is represented using a fully unstructured mesh. The results show that the stabilization is effective at smoothing the pressure field without adversely affecting the prediction quality of other quantities of interest.
非结构化网格结构孔隙力学的压力跳变稳定
虽然在实践中通常用于大规模模拟地下流动和位移的耦合,但在离散化中,固体矩阵位移用线性表示,节点单元和流动变量用每个单元的分段常数表示,这些离散化本身并不稳定。这意味着,当接近不排水和不可压缩条件时,数值解中会出现虚假的压力振荡。这在碳封存的模拟中尤其重要,因为注入位置上方的盖层应该几乎不透水。在这项工作中,我们将压力跳变稳定的思想扩展到成分孔隙力学环境中,以抑制这些虚假振荡。我们将这种方法应用于模拟二氧化碳注入合成含水层,该含水层使用完全非结构化网格表示。结果表明,该稳定化方法在平滑压力场方面是有效的,而不会对其他感兴趣的量的预测质量产生不利影响。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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