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An NMM-based fluid-solid coupling model for simulating rock hydraulic fracturing process

机译:基于NMM的模拟岩石水力压裂过程的流体固体耦合模型

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摘要

Simulation of hydraulic fracturing process based on numerical manifold method (NMM) is a valuable research direction considering its advantages in dealing with continuous-discontinuous deformation problems. In this paper, an NMM-based fluid-solid coupling model is proposed, including numerical solution of unsteady fracture flow, hydraulic pressure-load conversion algorithm, rectification of hydraulic aperture and programming realization of arbitrary crack growth increment etc. In terms of the fluid phase, the fracture flow network is constructed based on the closed loops formed by cutting the mathematical mesh with fractures; in order to eliminate the sensitivity of explicit algorithm to time-step size, an unconditionally stable numerical solution scheme for unsteady flow is established. In terms of the solid phase, for the sake of realizing coupling process of hydraulic pressure to solid deformation, hydraulic pressure is converted into load vector by hydraulic pressure-load conversion algorithm to calculate the deformation of fractured surrounding rock; and Delaunay triangulation algorithm is introduced to subdivide manifold elements with multiple kinks, which effectively solves the problem that the crack tip cannot stop or kink in the same manifold element in the subsequent growth steps, realizes arbitrary crack growth increment. Several benchmark examples are utilized to demonstrate the accuracy of the proposed hydraulic fracturing model in simulating fracture fluid flow and solid deformation. Finally, the developed fluid-solid coupling model is used to simulate rock hydraulic fracturing processes under different conditions. The ability and reliability of the pro-posed model to describe the hydraulic fracture propagation laws are verified by comparing with previous experimental and numerical results.
机译:基于数值歧管方法(NMM)的液压压裂过程模拟是一种有价值的研究方向,其优点在于处理连续不连续变形问题。在本文中,提出了一种基于NMM的流体 - 固耦合模型,包括不稳定断裂流动,液压载荷转换算法,液压孔径整流的数值溶液,以及在流体方面的任意裂纹生长增量等的编程实现阶段,断裂流量网络基于通过用裂缝切割数学网格而形成的封闭环;为了消除显式算法对时间步长的敏感性,建立了无条件稳定的数值稳定的数字解决方案。就固相而言,为了实现液压耦合过程,通过液压载荷转换算法将液压转换成负荷载体,以计算围岩围岩的变形;和Delaunay三角测量算法被引入具有多个扭结的细分歧管元件,其有效地解决了在随后的生长步骤中的相同歧管元件中不能停止或扭结的问题,实现了任意裂纹生长增量。利用几个基准示例来证明在模拟骨折流体流动和固体变形中提出的液压压裂模型的准确性。最后,开发的流体固耦合模型用于在不同条件下模拟岩石液压压裂过程。通过与先前的实验和数值结果进行比较,通过比较来验证Pro-Posed模型的能力和可靠性。

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