Numerical simulation of proppant transport in dynamic fracture networks using Eulerian-Eulerian method

IF 4.7 2区 工程技术 Q1 MECHANICS
Changxin Yang , Cheng Ma , Zhaozhong Yang , Hehua Wang , Jianhua Qu , Liangping Yi , Duo Yi , Yang Li
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引用次数: 0

Abstract

The effectiveness of hydraulic fracturing is largely determined by the fracture propagation and proppant transport, while the numerical simulation of proppant transport in dynamic hydraulic fracture (HF) is a critical yet challenging computational problem. Based on the displacement discontinuity method (DDM) and finite volume method (FVM), an integrated hydraulic fracturing simulator is established by coupling a non-planer three-dimensional fracture propagation model with a Eulerian-Eulerian proppant transport model. The embedded discrete fracture model (EDFM) is adopted to describe the fluid flow between fracture and matrix. The fluid–solid coupling equations for fracture deformation and fluid flow are derived, and the one-way coupling strategy is employed to model the proppant transport in dynamic fracture networks. To avoid the problem of numerical oscillations, the high-order spatial and temporal discretization schemes are introduced. The fracture propagation and proppant transport models are validated by analytical solutions and published numerical results. Compared with the low-order discretization strategy, a more precise prediction of proppant distribution in dynamic HF can be obtained with high-order discretization schemes. Based on the established model, the parametric sensitivity analysis is conducted to investigate the intricate interaction between proppant transport and complex fracture propagation. The results show that the accumulation and bridging of proppant can promote the full opening of natural fracture (NF) during hydraulic fracturing. Increasing the proppant particle size and decreasing the injection rate, despite being detrimental to proppant transport efficiency, are instrumental in the formation of a stable temporary plugging zone. Moreover, the characteristics of fluid pressure reflect the formation process of temporary plugging zones and the propagation patterns of HF. A higher fracture propagation pressure signifies the successful establishment of the temporary plugging zone, which facilitates the creation of complex fracture networks during hydraulic fracturing.
基于欧拉-欧拉方法的动态裂缝网络支撑剂运移数值模拟
水力压裂的有效性在很大程度上取决于裂缝的扩展和支撑剂的运移,而动态水力压裂中支撑剂运移的数值模拟是一个关键而又具有挑战性的计算问题。基于位移不连续法(DDM)和有限体积法(FVM),将非平面三维裂缝扩展模型与欧拉-欧拉支撑剂输运模型耦合,建立了一体化水力压裂模拟器。采用嵌入离散裂缝模型(EDFM)来描述裂缝与基质之间的流体流动。推导了裂缝变形与流体流动的流固耦合方程,采用单向耦合策略对动态裂缝网络中的支撑剂输运进行了建模。为了避免数值振荡问题,引入了高阶时空离散化方法。通过解析解和已发表的数值结果验证了裂缝扩展和支撑剂输运模型。与低阶离散化策略相比,采用高阶离散化策略可以更精确地预测支撑剂在动态HF中的分布。基于所建立的模型,对支撑剂输运与复杂裂缝扩展之间的复杂相互作用进行了参数敏感性分析。结果表明,在水力压裂过程中,支撑剂的积聚和桥接作用能够促进天然裂缝的完全张开。增加支撑剂粒径和降低注入速度,虽然不利于支撑剂的输送效率,但有助于形成稳定的临时封堵区。流体压力特征反映了暂堵区的形成过程和HF的传播规律。裂缝扩展压力越高,表明临时封堵区建立成功,有利于水力压裂过程中复杂裂缝网络的形成。
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来源期刊
CiteScore
8.70
自引率
13.00%
发文量
606
审稿时长
74 days
期刊介绍: EFM covers a broad range of topics in fracture mechanics to be of interest and use to both researchers and practitioners. Contributions are welcome which address the fracture behavior of conventional engineering material systems as well as newly emerging material systems. Contributions on developments in the areas of mechanics and materials science strongly related to fracture mechanics are also welcome. Papers on fatigue are welcome if they treat the fatigue process using the methods of fracture mechanics.
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