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基于晶格键合的岩石水力-力学-化学耦合酸压裂模拟

Simulation of hydraulic-mechanical-chemical coupled acid fracturing of rock with lattice bonds.

作者信息

Zhu Tianci, Zhang Zhennan, Liu Zhiyuan, An Na, Wei Xuanchun

机构信息

School of Naval Architecture, Ocean and Civil Engineering, Shanghai Jiao Tong University, Shanghai, 200240, China.

SINOPEC Northwest Branch, 466 Changchun Road South, 830011, Urumqi, China.

出版信息

Heliyon. 2024 Feb 15;10(4):e26517. doi: 10.1016/j.heliyon.2024.e26517. eCollection 2024 Feb 29.

Abstract

The acid fracturing is a very important stimulation technique for carbonate reservoir. The hydraulic-mechanical-chemical effect is tightly coupled in this fracture process. In this paper, the discretized virtual internal bond is extended to simulate this coupling process in which the rock matrix is considered to consist of many discrete bond cells with finite number of bonds. Each bond is taken as transport channel of acid fluid, the reaction site of chemical dissolution and the mechanical linkage. When acid fluid flows through a bond, the bond will be dissolved. As result, both the bond porosity and permeability are increased, and the mechanical properties are weakened. By this method, the hydraulic, mechanical and chemical fields are coupled together on the micro bond. The acidization, the chemical-induced mechanical weakening and the fracture propagation can be well reproduced. This method transforms the complicated 3D multi-physical coupling problem into the 1D bond problem, which significantly simplifies the simulation of multi-field coupling process. It provides a feasible approach to simulate the HMC coupled acid fracturing process.

摘要

酸压裂是碳酸盐岩储层一种非常重要的增产改造技术。在该压裂过程中,水力 - 力学 - 化学效应紧密耦合。本文将离散化的虚拟内聚力模型进行扩展,以模拟这种耦合过程,其中岩石基质被视为由许多具有有限数量内聚力的离散内聚力单元组成。每个内聚力被视为酸液的传输通道、化学溶解的反应位点以及力学连接。当酸液流经一个内聚力单元时,该内聚力单元将被溶解。结果,内聚力单元的孔隙度和渗透率均增加,且力学性能减弱。通过这种方法,水力、力学和化学场在微观内聚力上耦合在一起。酸化、化学诱导的力学弱化以及裂缝扩展能够得到很好的再现。该方法将复杂的三维多物理场耦合问题转化为一维内聚力问题,显著简化了多场耦合过程的模拟。它为模拟水力 - 力学 - 化学耦合酸压裂过程提供了一种可行的方法。

https://cdn.ncbi.nlm.nih.gov/pmc/blobs/e626/10900780/74429be69f86/gr1.jpg

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