Fracture aperture evolution in subsurface fractured reservoirs: Insights from thermo-hydro-mechanical simulations and implications for field-scale applications

IF 7.5 1区 工程技术 Q1 ENGINEERING, GEOLOGICAL
Fan Zeng , Hui Wu , Kun Zhang , Yujie Liu
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Abstract

Subsurface energy recovery and storage involves continuous fluid injection into fractured rock formations. The efficiency of these applications highly depends on the evolution of fracture characteristics under thermo-hydro-mechanical (THM) coupled processes induced by fluid injection. In this study, we established a single-fracture THM model to quantitatively analyze the combined and individual contributions of overpressure (OP), poroelastic (PE), and thermoelastic (TE) effects on fracture aperture evolution. The competition among OP, PE and TE effects is examined under various fracture/rock parameters and confining pressure/injection temperature conditions. Core-scale simulations demonstrate that OP, PE, and TE effects reach equilibrium within hours, with PE effect exerting the most dominant influence on fracture aperture. The relative dominance of these effects exhibits strong dependence on injection temperature, Biot coefficient, and rock elastic modulus. Comparative analysis with typical core flow-through experimental data qualitatively reveals the potential effects of water-rock reactions on fracture aperture. We find that under low confining pressures, the TE effect is stronger than the effect of water-rock reactions, leading to fracture aperture increase in response to cold fluid injection, while under high confining pressures, water-rock reactions dominate and cause fracture aperture decrease. Compared with core-scale simulation, field-scale simulations reveal fundamentally different fracture behavior marked by persistent THM disequilibrium and sustained spatial heterogeneity in aperture evolution, and therefore highlight the necessity to explicitly account for scale effect when extrapolating core-scale observations to field conditions.
地下裂缝性储层裂缝孔径演化:来自热流体力学模拟的见解及其对油田规模应用的影响
地下能量的回收和储存涉及到连续向裂缝岩层注入流体。这些应用的效率在很大程度上取决于流体注入引起的热-水-机械(THM)耦合过程下裂缝特征的演变。在这项研究中,我们建立了一个单裂缝THM模型,定量分析了超压(OP)、孔隙弹性(PE)和热弹性(TE)对裂缝孔径演化的综合和单独贡献。在不同的裂缝/岩石参数和围压/注入温度条件下,考察了OP、PE和TE效应之间的竞争关系。岩心尺度模拟表明,OP、PE和TE效应在数小时内达到平衡,其中PE效应对裂缝孔径的影响最为显著。这些效应的相对优势表现出对注入温度、Biot系数和岩石弹性模量的强烈依赖。通过与典型岩心渗流实验数据的对比分析,定性地揭示了水岩反应对裂缝孔径的潜在影响。研究发现,在低围压条件下,TE效应大于水-岩反应效应,导致冷流体注入时裂缝孔径增大,而在高围压条件下,水-岩反应起主导作用,导致裂缝孔径减小。与岩心尺度模拟相比,现场尺度模拟揭示了裂缝行为的根本不同,其特征是持续的THM不平衡和孔径演化的持续空间异质性,因此强调了在将岩心尺度观测外推到现场条件时明确考虑尺度效应的必要性。
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来源期刊
CiteScore
14.00
自引率
5.60%
发文量
196
审稿时长
18 weeks
期刊介绍: The International Journal of Rock Mechanics and Mining Sciences focuses on original research, new developments, site measurements, and case studies within the fields of rock mechanics and rock engineering. Serving as an international platform, it showcases high-quality papers addressing rock mechanics and the application of its principles and techniques in mining and civil engineering projects situated on or within rock masses. These projects encompass a wide range, including slopes, open-pit mines, quarries, shafts, tunnels, caverns, underground mines, metro systems, dams, hydro-electric stations, geothermal energy, petroleum engineering, and radioactive waste disposal. The journal welcomes submissions on various topics, with particular interest in theoretical advancements, analytical and numerical methods, rock testing, site investigation, and case studies.
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