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Variational inequalities for modeling flow in heterogeneous porous media with entry pressure

机译:具有入口压力的非均质多孔介质中流动模型的变分不等式

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摘要

One of the driving forces in porous media flow is the capillary pressure. In standard models, it is given depending on the saturation. However, recent experiments have shown disagreement between measurements and numerical solutions using such simple models. Hence, we consider in this paper two extensions to standard capillary pressure relationships. Firstly, to correct the nonphysical behavior, we use a recently established saturation-dependent retardation term. Secondly, in the case of heterogeneous porous media, we apply a model with a capillary threshold pressure that controls the penetration process. Mathematically, we rewrite this model as inequality constraint at the interfaces, which allows discontinuities in the saturation and pressure. For the standard model, often finite-volume schemes resulting in a nonlinear system for the saturation are applied. To handle the enhanced model at the interfaces correctly, we apply a mortar discretization method on nonmatching meshes. Introducing the flux as a new variable allows us to solve the inequality constraint efficiently. This method can be applied to both the standard and the enhanced capillary model. As nonlinear solver, we use an active set strategy combined with a Newton method. Several numerical examples demonstraternthe efficiency and flexibility of the new algorithm in 2D and 3D and show the influence of the retardation term.
机译:多孔介质流中的驱动力之一是毛细管压力。在标准模型中,它是根据饱和度给出的。但是,最近的实验表明使用这种简单模型在测量和数值解之间存在分歧。因此,我们在本文中考虑标准毛细管压力关系的两个扩展。首先,为了纠正非物理行为,我们使用了最近建立的饱和依赖性延迟项。其次,在非均质多孔介质的情况下,我们应用具有毛细管阈值压力的模型来控制渗透过程。在数学上,我们将此模型重写为界面处的不等式约束,从而允许饱和度和压力不连续。对于标准模型,通常采用导致非线性系统饱和的有限体积方案。为了正确处理接口处的增强模型,我们在不匹配的网格上应用了灰浆离散化方法。将通量作为一个新变量引入可使我们有效地解决不平等约束。该方法可以应用于标准毛细管模型和增强型毛细管模型。作为非线性求解器,我们使用结合了牛顿法的主动集策略。几个数值例子证明了新算法在2D和3D中的效率和灵活性,并显示了延迟项的影响。

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  • 来源
    《Computational Geosciences》 |2009年第3期|373-389|共17页
  • 作者单位

    IWS, Department of Hydromechanics and Modeling of Hydrosystems, Universitaet Stuttgart, Pfaffenwaldring 61, 70529 Stuttgart, Germany;

    Institute of Applied Analysis and Numerical Simulations (IANS), Universitaet Stuttgart, Pfaffenwaldring 57, 70529 Stuttgart, Germany;

    Institute of Applied Analysis and Numerical Simulations (IANS), Universitaet Stuttgart, Pfaffenwaldring 57, 70529 Stuttgart, Germany;

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  • 原文格式 PDF
  • 正文语种 eng
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  • 关键词

    porous media; entry pressure; variational inequality; mortar; active set strategy;

    机译:多孔介质进入压力;变分不平等砂浆;主动集策略;

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