Fully coupled dynamic hydraulic fracturing of saturated porous media based on the numerical manifold method

IF 4.2 2区 工程技术 Q1 ENGINEERING, MULTIDISCIPLINARY Engineering Analysis with Boundary Elements Pub Date : 2024-10-10 DOI:10.1016/j.enganabound.2024.105987
Tao Wan , Hong Zheng , Wenan Wu , Shanyong Wang , Shuaixing Zhao , Zibo Fan
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Abstract

Accurate and efficient simulation of dynamic hydraulic fracturing of the saturated porous media has always been a pivotal topic in the oil and gas extraction. Leveraging the Numerical Manifold Method (NMM) and its inherent cutting technique, this paper proposes a fully coupled hydraulic fracturing model based on the u-p format, which incorporates the overall momentum balance and continuity conditions in both porous media and fractures. NMM approximations and the Newmark implicit algorithm are employed respectively to discretize the spatial and time domains, and the resulting system is solved based on the Newton-Raphson method. By imposing flow boundary conditions on the fracture surfaces, the present model accounts for fluid loss without introducing extra filtration coefficients. Using the Mohr-Coulomb-based LT criterion and the maximum circumferential stress criterion to determine whether crack propagation has occurred and crack propagation direction respectively, the present model is capable of simulating initiation and development of multiple cracks under hydraulic stimulations. Through modeling the KGD hydraulic fracturing, hydraulic fracturing of a pre-cracked cubic specimen and fracture interference phenomena during expansion of multiple fracture ports of a single injection well, accuracy and effectiveness of the model are validated.
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基于数值流形法的饱和多孔介质全耦合动态水力压裂技术
准确高效地模拟饱和多孔介质的动态水力压裂一直是油气开采领域的关键课题。本文利用数值歧管法(NMM)及其固有的切割技术,提出了一种基于 u-p 格式的全耦合水力压裂模型,该模型包含了多孔介质和裂缝的整体动量平衡和连续性条件。分别采用 NMM 近似和 Newmark 隐式算法对空间域和时间域进行离散,并基于 Newton-Raphson 方法对所得到的系统进行求解。通过在裂缝表面施加流动边界条件,本模型在不引入额外过滤系数的情况下考虑了流体损失。本模型采用基于莫尔-库仑的 LT 准则和最大圆周应力准则,分别确定裂缝是否扩展和裂缝扩展方向,能够模拟水力刺激下多条裂缝的产生和发展。通过模拟 KGD 水力压裂、预裂立方体试样的水力压裂以及单注水井多裂口扩张过程中的裂缝干涉现象,验证了该模型的准确性和有效性。
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来源期刊
Engineering Analysis with Boundary Elements
Engineering Analysis with Boundary Elements 工程技术-工程:综合
CiteScore
5.50
自引率
18.20%
发文量
368
审稿时长
56 days
期刊介绍: This journal is specifically dedicated to the dissemination of the latest developments of new engineering analysis techniques using boundary elements and other mesh reduction methods. Boundary element (BEM) and mesh reduction methods (MRM) are very active areas of research with the techniques being applied to solve increasingly complex problems. The journal stresses the importance of these applications as well as their computational aspects, reliability and robustness. The main criteria for publication will be the originality of the work being reported, its potential usefulness and applications of the methods to new fields. In addition to regular issues, the journal publishes a series of special issues dealing with specific areas of current research. The journal has, for many years, provided a channel of communication between academics and industrial researchers working in mesh reduction methods Fields Covered: • Boundary Element Methods (BEM) • Mesh Reduction Methods (MRM) • Meshless Methods • Integral Equations • Applications of BEM/MRM in Engineering • Numerical Methods related to BEM/MRM • Computational Techniques • Combination of Different Methods • Advanced Formulations.
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