首页> 外文会议>The 7th International Conference on Calibration and Reliability Groundwater Modeling(modelCARE2009)(第七届地下水模拟国际学术会议) >Numerical simulation of two-phase flow in deformable porous media: Application to carbon dioxid estorage in the subsurface
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Numerical simulation of two-phase flow in deformable porous media: Application to carbon dioxid estorage in the subsurface

机译:变形多孔介质中两相流动的数值模拟:在地下二氧化碳储层中的应用

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摘要

In this paper, the conceptual modeling as well as the numerical simulation of two-phase flow in deep, deformable geological formations induced by CO2 injection is presented. The conceptual approach is based on balance equations for mass, momentum and energy completed by appropriate constitutive relations for the fluid phases as well as the solid matrix. Within the context of the primary effects under consideration, the fluid motion will be expressed by modified Darcy's law for two phase flow. Additionally, constraint conditions for the partial saturations and the pressure fractions of carbon dioxide and brine are defined. To characterize the stress state in the solid matrix the effective stress principle is applied. Furthermore, the interaction of fluid and solid phases is illustrated by constitutive models for capillary pressure, porosity and permeability as functions of saturation. Based on the conceptual model a coupled system of nonlinear differential equations is formulated modeling the two-phase flow in a deformable porous matrix (H2M model). As the displacement vector acts as primary variable for the solid matrix, considering the fluid motion pressure/pressure or pressure/saturation for multiphase flow are implemented. The finite element method is used to solve the multi-field problem numerically. The capabilities of the model and the numerical tools to treat complex processes during CO2 sequestration has been demonstrated by benchmark examples beforehand. Here we present two examples:①a new benchmark test for H2M processes and②a 3-D example to test the stability and computational costs of the H2 model for real applications.
机译:本文介绍了注入二氧化碳引起的深部可变形地质构造中两相流的概念模型以及数值模拟。该概念方法基于质量,动量和能量的平衡方程,该平衡方程通过对流体相以及固体基质的适当本构关系完成。在所考虑的主要影响的背景下,流体运动将通过修正的达西定律针对两相流来表达。另外,定义了二氧化碳和盐水的部分饱和度和压力分数的约束条件。为了表征固体基质中的应力状态,应用了有效应力原理。此外,通过毛细管压力,孔隙度和渗透率作为饱和度函数的本构模型说明了液相和固相的相互作用。基于概念模型,制定了非线性微分方程的耦合系统,用于建模可变形多孔矩阵中的两相流(H2M模型)。由于位移矢量是固体基质的主要变量,因此考虑了流体运动的压力/压力或多相流的压力/饱和度。有限元法用于数值求解多场问题。该模型和数值工具处理二氧化碳封存过程中复杂过程的功能已通过基准示例预先得到证明。在这里,我们提供两个示例:①用于H2M流程的新基准测试;②用于测试实际应用中H2模型的稳定性和计算成本的3-D示例。

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  • 会议地点 Wuhan(CN);Wuhan(CN)
  • 作者单位

    Department of Environmental Informatics,Helmholtz Centre for Environmental Research-UFZ,Permoserstr.15, D-04318 Leipzig, Germany Dresden University of Technology.Helmholtzstraβe 10, D-01069 Dresden, Germany;

    Dresden University of Technology.Helmholtzstraβe 10, D-01069 Dresden, Germany;

    Department of Environmental Informatics, Helmholtz Centre for Environmental Research-UFZ, Permoserstr.15, D-04318 Leipzig, Germany;

    Department of Environmental Informatics, Helmholtz Centre for Environmental Research-UFZ, Permoserstr.15,D-04318 Leipzig, Germany;

    Department of Environmental Informatics, Helmholtz Centre for Environmental Research-UFZ, Permoserstr.15,D-04318 Leipzig, Germany;

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