Modelling of mixed-mechanism stimulation for the enhancement of geothermal reservoirs.

IF 4.3 3区 综合性期刊 Q1 MULTIDISCIPLINARY SCIENCES
Hau Dang-Trung, Eirik Keilegavlen, Inga Berre
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引用次数: 0

Abstract

Hydraulic stimulation is a critical process for increasing the permeability of fractured geothermal reservoirs. This technique relies on coupled hydromechanical processes induced through pressurized fluid injection into the rock formation. The injection of fluids causes poromechanical stress changes that can lead to fracture slip and shear dilation, as well as tensile fracture opening and propagation, so-called mixed-mechanism stimulation. The effective permeability of the rock is particularly enhanced when new fractures connect with pre-existing fractures. While hydraulic stimulation can significantly improve the productivity of fractured geothermal reservoirs, the process is also related to induced seismicity. Hence, understanding the coupled physics is central, for both reservoir engineering and seismic risk mitigation. This article presents a modelling approach for simulating the deformation, propagation and coalescence of fractures in porous media under the influence of anisotropic stress and fluid injection. It uses a coupled hydromechanical model for poroelastic, fractured media. Fractures are governed by contact mechanics and a fracture propagation model. For numerical solutions, we employ a two-level approach, combining a finite volume method for poroelasticity with a finite element method for fracture propagation. The study investigates the impact of injection rate, matrix permeability and stress anisotropy on stimulation outcomes.This article is part of the theme issue 'Induced seismicity in coupled subsurface systems'.

地热储层增效混合机制激励模型。
水力刺激是提高裂缝地热储层渗透性的关键过程。这种技术依赖于通过向岩层注入加压流体而诱发的耦合水力机械过程。注入的流体会引起孔隙力学应力变化,从而导致裂缝滑移和剪切扩张,以及拉伸裂缝的打开和扩展,即所谓的混合力学激励。当新的裂缝与原有裂缝相连接时,岩石的有效渗透率会特别提高。水力刺激可以显著提高裂缝地热储层的生产力,但这一过程也与诱发地震有关。因此,了解耦合物理学对于储层工程和降低地震风险都至关重要。本文提出了一种建模方法,用于模拟多孔介质中裂缝在各向异性应力和流体注入影响下的变形、传播和凝聚。该方法采用了一种针对多孔弹性断裂介质的耦合水力学模型。断裂由接触力学和断裂传播模型控制。在数值求解方面,我们采用了两级方法,将用于孔弹性的有限体积法与用于断裂扩展的有限元法结合起来。该研究调查了注入率、基质渗透率和应力各向异性对刺激结果的影响。本文是 "耦合地下系统中的诱发地震 "专题的一部分。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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来源期刊
CiteScore
9.30
自引率
2.00%
发文量
367
审稿时长
3 months
期刊介绍: Continuing its long history of influential scientific publishing, Philosophical Transactions A publishes high-quality theme issues on topics of current importance and general interest within the physical, mathematical and engineering sciences, guest-edited by leading authorities and comprising new research, reviews and opinions from prominent researchers.
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