裂隙岩体流动与地质力学耦合过程模拟的微连续体方法

Xupeng He, M. AlSinan, Zhen Zhang, H. Kwak, H. Hoteit
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引用次数: 3

摘要

裂缝性岩石孔隙尺度上的流体流动与地质力学过程的耦合对于理解感兴趣的宏观过程至关重要,例如地热能提取、二氧化碳封存以及天然和水力裂缝性储层的油气生产。为了研究微观(孔隙尺度)现象,我们提出了一种高效、精确的流动-地质力学耦合算法,从微观连续体的角度推进了基本的流动机制。此外,我们还研究了应力对基质-裂缝相互作用引起的流体泄漏的影响。在这项工作中,我们采用混合微连续体方法来描述裂隙岩石中的流动,其中裂缝流动由Navier-Stokes (NS)方程描述,而周围基质中的流动由Darcy定律建模。这种混合建模是使用扩展的Darcy-Brinkman-Stokes (EDBS)方程实现的。该方法适用于两种介质(裂缝和基质)中流动的统一守恒方程。然后,我们将EDBS流动模型与量化岩石裂缝变形的Brown-Scholz (BS)地质力学模型相结合。我们证明了流动-地质力学耦合算法的准确性,其中EDBS流动模型的准确性通过一个已知解析解的简单案例得到验证。用文献中收集的实验数据验证了BS地质力学模型。然后,利用开发的流体-地质力学耦合算法进行敏感性分析,探索基质-裂缝相互作用引起流体泄漏的影响因素。研究发现,随着基质渗透率的增加和裂缝粗糙度的增大,流体泄漏程度也随之增加。由于涡流的存在,流体泄漏程度随着惯性力的增大而减小,阻止了基体与断口之间的通量交换。在基质-裂缝相互作用的影响下,我们还研究了应力对流体泄漏和裂缝渗透率的影响。考虑流体泄漏后,裂缝渗透率增大,并与有效应力呈指数关系。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Micro-Continuum Approach for Modeling Coupled Flow and Geomechanical Processes in Fractured Rocks
Coupling flow with geomechanical processes at the pore scale in fractured rocks is essential in understanding the macroscopic processes of interest, such as geothermal energy extraction, CO2 sequestration, and hydrocarbon production from naturally and hydraulically fractured reservoirs. To investigate the microscopic (pore-scale) phenomena, we propose an efficient and accurate flow-geomechanics coupling algorithm to advance the fundamental flow mechanism from the micro-continuum perspective. Further, we investigate the stress influence on fluid leakage caused by matrix-fracture interaction. In this work, we employ a hybrid micro-continuum approach to describe the flow in fractured rocks, in which fracture flow is described by Navier-Stokes (NS) equations and flow in the surrounding matrix is modeled by Darcy's law. This hybrid modeling is achieved using the extended Darcy-Brinkman-Stokes (EDBS) equations. This approach applies a unified conservation equation for flow in both media (fracture & matrix). We then couple the EDBS flow model with the Brown-Scholz (BS) geomechanical model, which quantifies the deformation of rock fractures. We demonstrate the accuracy of the coupled flow-geomechanical algorithm, in which the accuracy of the EDBS flow model is validated by a simple case with a known analytical solution. The BS geomechanical model is demonstrated with experimental data collected from the literature. The developed flow-geomechanical coupling algorithm is then used to perform sensitivity analyses to explore the factors impacting the fluid leakage caused by the matrix-fracture interaction. We found that the degree of fluid leakage increases as matrix permeability increases and fractures become rougher. Fluid leakage degree decreases with the increase of inertial forces because of the existence of eddies, which prevents the flux exchange between the matrix and fracture. We also investigate the stress influence on fluid leakage and further on fracture permeability under the impact of matrix-fracture interaction. We conclude the fracture permeability would increase with the consideration of the fluid leakage and exhibits an exponential relation with the effective stress.
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