Finite domain solution of a hydraulic fracture in a permeable rock

Cexuan Liu , Fengshou Zhang , Emmanuel Detournay
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Abstract

In this work, we present a domain-based algorithm to simulate the propagation of a plane-strain hydraulic fracture in a zero-toughness permeable elastic medium. The algorithm utilizes a domain-based method to solve the elasticity equation and integrates a multi-scale tip asymptote, which is particular to hydraulic fractures, into this framework. This integration is key to accurately model the energy dissipation and the fluid leak-off in the fracture tip region. The algorithm combines a 2D finite volume method (FVM) for solving the elasticity equation with a 1D FVM for solving the nonlinear lubrication equation. Incorporating the far-field asymptotics and using a moving-mesh scheme reduces the computational burden while improving the accuracy of the scheme. The paper concludes with an analysis of the numerical results. This study demonstrates the potential of this domain-based approach for modeling hydraulic fractures in poroelastic media.
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渗透性岩石水力裂缝的有限域解
在这项工作中,我们提出了一种基于域的算法来模拟零韧性渗透弹性介质中平面应变水力裂缝的扩展。该算法采用基于域的方法求解弹性方程,并将水力裂缝特有的多尺度尖端渐近线集成到该框架中。这种集成是精确模拟裂缝尖端区域能量耗散和流体泄漏的关键。该算法将求解弹性方程的二维有限体积法与求解非线性润滑方程的一维有限体积法相结合。结合远场渐近性并采用运动网格格式,在提高格式精度的同时减少了计算量。最后对数值结果进行了分析。这项研究证明了这种基于区域的方法在模拟孔隙弹性介质中的水力裂缝方面的潜力。
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