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arXiv 2401.09072math.NAcs.NA
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基于优化域分解方法的含裂缝与阻隔层多孔介质流动模拟的五场公式

A five field formulation for flow simulations in porous media with fractures and barriers via an optimization based domain decomposition method

Stefano Scialò

AI总结:

本文针对含裂缝与阻隔层的离散裂缝-基质模型,提出一种基于PDE约束优化和域分解的五场公式,结合扩展有限元处理压力不连续性,并通过四个算例验证了方法的有效性。

摘要:

本工作研究由离散裂缝-基质(DFM)模型建模的裂缝性多孔介质中流体流动模拟所产生的耦合三维-二维问题的数值求解。根据DFM模型,裂缝被表示为浸没在三维多孔基质中的平面界面,在导流裂缝情况下可作为优先流动通道,而当法向裂缝方向的渗透率相对于基质渗透率较小时,裂缝实际上可能成为流动的阻隔层。因此,由于对裂缝进行的几何降维操作,DFM中的压力解在阻隔层处可能是不连续的。本工作旨在开发一种适用于含裂缝和阻隔层的DFM中流动模拟的数值格式,使用与裂缝不共形的三维基质网格,并且该网格可直接用于域分解。这是从一种PDE约束优化方法出发实现的,该方法目前在文献中仅适用于DFM中的导流裂缝。首先,定义了一种新的优化问题公式以考虑非渗透性裂缝。这些裂缝通过与周围多孔基质界面处的类过滤耦合来描述。同时采用带不连续富集函数的扩展有限元方法来再现阻隔层周围基质中的压力解。为清晰阐述,本文以最简单形式给出该方法,即考虑三维域中单条裂缝的情况,并给出了所得离散问题适定性的证明。提出了四个验证算例以展示该方法的可行性和有效性。

英文摘要:

The present work deals with the numerical resolution of coupled 3D-2D problems arising from the simulation of fluid flow in fractured porous media modeled via the Discrete Fracture and Matrix (DFM) model. According to the DFM model, fractures are represented as planar interfaces immersed in a 3D porous matrix and can behave as preferential flow paths, in the case of conductive fractures, or can actually be a barrier for the flow, when, instead, the permeability in the normal-to-fracture direction is small compared to the permeability of the matrix. Consequently, the pressure solution in a DFM can be discontinuous across a barrier, as a result of the geometrical dimensional reduction operated on the fracture. The present work is aimed at developing a numerical scheme suitable for the simulation of the flow in a DFM with fractures and barriers, using a mesh for the 3D matrix non conforming to the fractures and that is ready for domain decomposition. This is achieved starting from a PDE-constrained optimization method, currently available in literature only for conductive fractures in a DFM. First, a novel formulation of the optimization problem is defined to account for non permeable fractures. These are described by a filtration-like coupling at the interface with the surrounding porous matrix. Also the extended finite element method with discontinuous enrichment functions is used to reproduce the pressure solution in the matrix around a barrier. The method is presented here in its simplest form, for clarity of exposition, i.e. considering the case of a single fracture in a 3D domain, also providing a proof of the well posedness of the resulting discrete problem. Four validation examples are proposed to show the viability and the effectiveness of the method.

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