A Cut-Cell Polyhedral Finite Element Model for Coupled Fluid Flow and Mechanics in Fractured Reservoirs

I. Shovkun, H. Tchelepi
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Abstract

Mechanical deformation induced by injection and withdrawal of fluids from the subsurface can significantly alter the flow paths in naturally fractured reservoirs. Modeling coupled fluid-flow and mechanical deformation in fractured reservoirs relies on either sophisticated gridding techniques, or enhancing the variables (degrees-of-freedom) that represent the physics in order to describe the behavior of fractured formation accurately. The objective of this study is to develop a spatial discretization scheme that cuts the "matrix" grid with fracture planes and utilizes traditional formulations for fluid flow and geomechanics. The flow model uses the standard low-order finite-volume method with the Compartmental Embedded fracture Model (cEDFM). Due to the presence of non-standard polyhedra in the grid after cutting/splitting, we utilize numerical harmonic shape functions within a Polyhedral finite-element (PFE) formulation for mechanical deformation. In order to enforce fracture-contact constraints, we use a penalty approach. We provide a series of comparisons between the approach that uses conforming Unstructured grids and a Discrete Fracture Model (Unstructured DFM) with the new cut-cell PFE formulation. The manuscript analyzes the convergence of both methods for linear elastic, single-fracture slip, and Mandel’s problems with tetrahedral, Cartesian, and PEBI-grids. Finally, the paper presents a fully-coupled 3D simulation with multiple inclined intersecting faults activated in shear by fluid injection, which caused an increase in effective reservoir permeability. Our approach allows for great reduction in the complexity of the (gridded) model construction while retaining the solution accuracy together with great saving in the computational cost compared with UDFM. The flexibility of our model with respect to the types of grid polyhedra allows us to eliminate mesh artifacts in the solution of the transport equations typically observed when using tetrahedral grids and two-point flux approximation.
裂缝性储层流体流动与力学耦合的截孔多面体有限元模型
地下流体注入和回采引起的机械变形会显著改变天然裂缝性储层的流动路径。为了准确地描述裂缝性储层的行为,对裂缝性储层中流体流动和机械变形的耦合建模要么依赖于复杂的网格技术,要么依赖于增强表征物理特性的变量(自由度)。本研究的目的是开发一种空间离散化方案,该方案通过裂缝面切割“矩阵”网格,并利用传统的流体流动和地质力学公式。流动模型采用标准的低阶有限体积方法和隔室嵌入裂缝模型(cEDFM)。由于切割/劈裂后网格中存在非标准多面体,因此我们在多面体有限元(PFE)公式中使用数值调和形状函数来计算机械变形。为了加强断裂-接触约束,我们使用惩罚方法。我们提供了一系列的方法之间的比较,使用符合非结构化网格和离散断裂模型(非结构化DFM)与新的切割细胞PFE公式。本文分析了线性弹性、单断裂滑移和曼德尔四面体、笛卡尔和pebi网格问题两种方法的收敛性。最后,建立了流体注入激活剪切作用下多倾斜相交断层的全耦合三维模拟,使储层有效渗透率提高。我们的方法大大降低了(网格化)模型构建的复杂性,同时保持了解决方案的准确性,并且与UDFM相比大大节省了计算成本。我们的模型相对于网格多面体类型的灵活性使我们能够消除在使用四面体网格和两点通量近似时通常观察到的输运方程解中的网格伪影。
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