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arXiv 1012.3440math.NAcs.NAmath-phmath.MP
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非均质多孔介质中地下水流和输运的变分多尺度公式的性能

On the performance of the variational multiscale formulation for subsurface flow and transport in heterogeneous porous media

D. Z. Turner, K. B. Nakshatrala, P. K. Notz

AI总结:

通过数值实验比较了最低阶Raviart-Thomas单元和变分多尺度稳定化单元在高度非均质多孔介质流动与输运问题中的性能,揭示了变分多尺度单元在特定流动条件下存在显著的质量不守恒问题。

摘要:

以下工作比较了用于模拟非均质多孔介质中地下水流和输运的两种常用混合有限元:最低阶Raviart-Thomas单元和变分多尺度稳定化单元。基于几个工程相关问题的性能进行比较,这些问题涉及高度非均质材料属性(渗透率比高达$1\times10^5$)、开放流动边界条件(压力驱动流)以及二维大尺度域。通过数值实验展示了当使用任一单元计算的流场作为输运模型中的平流速度时,质量守恒被违反的程度。结果表明,对于涉及与不同渗透率层相切流动的问题,变分多尺度单元显示出显著的质量产生或损失,但对于渗透率正交性较小的问题,局部质量平衡的违反较小。这些结果有助于建立使用变分多尺度单元处理几种不同类型问题所产生的误差的初步估计。

英文摘要:

The following work compares two popular mixed finite elements used to model subsurface flow and transport in heterogeneous porous media; the lowest order Raviart-Thomas element and the variational multiscale stabilized element. Comparison is made based on performance for several problems of engineering relevance that involve highly heterogenous material properties (permeability ratios of up to $1\times10^5$), open flow boundary conditions (pressure driven flows), and large scale domains in two dimensions. Numerical experiments are performed to show the degree to which mass conservation is violated when a flow field computed using either element is used as the advection velocity in a transport model. The results reveal that the variational multiscale element shows considerable mass production or loss for problems that involve flow tangential to layers of differing permeability, but marginal violation of local mass balance for problems of less orthogonality in the permeability. The results are useful in establishing rudimentary estimates of the error produced by using the variational mutliscale element for several different types of problems.

机构、总结、中文摘要均由AI分析而来,可能存在错误,请以论文正文为准。

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