Modeling supercritical CO2 injection induced rupture of a minor fault embedded in a poroelastic layered reservoir-caprock system

IF 7 1区 工程技术 Q1 ENGINEERING, GEOLOGICAL
Meng Cao, Jonny Rutqvist, Yves Guglielmi, Abdullah Cihan, Stanislav Glubokovskikh, Preston Jordan, Matthew Reagan, Jens Birkholzer
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引用次数: 0

Abstract

CO2 injection for geologic carbon sequestration involves hydromechanical processes that lead to changes in fluid pressure and stresses that can activate existing faults. This paper presents a new method and workflow of modeling fault activation considering more complex three-dimensional geometry of natural faults using the TOUGH-FLAC multiphase fluid flow and geomechanical simulator. In this method and workflow, FLAC3D mechanical interfaces and TOUGH3 finite volume elements are discretized using computer aided design and gridding software along with a tailored mesh translation routine. The method and workflow are demonstrated with a model of a curved minor fault embedded in a poro-elastic layered reservoir-caprock system. The model is used for a comprehensive sensitivity analysis of fault responses to fault length, injection mass rate, injection schedule, well-fault distance, and well locations versus fault location. Four metrics (CO2 plume, shear state of fault, pressure and stress path at fault monitoring points) are selected to assess CO2 migration, pressure change, and the reactivation of faults. The results reveal that CO2 can bypass around the tip of the minor impermeable fault, building up pressure and poro-elastic stress on both sides that tends to impede fault rupture. Our study shows the benefit of carefully designing the injection to achieve the targeted final storage volume, starting at a relatively low rate for considerable time, and then ramping up the injection rate to the full rate of injection. The initial low injection has two distinct benefits: (1) it allows for the formation of an extensive CO2 plume with a much higher mobility through a low viscosity that will result in a lower pressure for a given injection rate, and (2) it allows for gradual build-up of horizontal poro-elastic stress within the reservoir that will tend to impede activation of steeply dipping faults. The injection scenario starting at a low injection rate, denoted here as conservative injection, can significantly reduce the risk of fault activation as high fluid mobility and reservoir strengthening poro-elastic stress has been established long before reaching the peak injection rates. Moreover, simultaneous injection in two injection wells on both sides of fault can provide further reservoir strengthening through poro-elastic stress buildup acting on a fault under normal faulting stress regime. The findings presented in the paper can provide practical and effective guidance on long-term, safe, and reliable geological CO2 storage.
模拟超临界CO2注入引起的孔隙弹性层状储盖系统小断层破裂
地质固碳的二氧化碳注入涉及流体力学过程,导致流体压力和应力的变化,从而激活现有的断层。本文提出了一种新的断层激活建模方法和流程,该方法考虑了天然断层更复杂的三维几何形状,采用toughi - flac多相流体流动和地质力学模拟器。在该方法和工作流程中,使用计算机辅助设计和网格划分软件对FLAC3D机械界面和TOUGH3有限体积单元进行离散化,并定制网格平移程序。以孔隙-弹性层状储盖系统中的弯曲小断层模型为例,说明了该方法和工作流程。该模型用于对断层长度、注入质量速率、注入计划、井-断层距离以及井位置与断层位置的响应进行综合敏感性分析。选择4个指标(CO2羽流、断层剪切状态、断层监测点压力和应力路径)来评估CO2迁移、压力变化和断层再激活。结果表明,CO2可以绕过小不透水断层的尖端,在两侧建立压力和孔隙弹性应力,从而倾向于阻止断层破裂。我们的研究表明,通过精心设计注入液,以达到目标的最终储存量,在相当长的一段时间内以相对较低的速率开始,然后将注入速率提高到最大注入速率,是有好处的。最初的低注入有两个明显的好处:(1)它允许形成一个广泛的CO2羽流,具有更高的流动性,通过低粘度,这将导致给定注入速率下的较低压力;(2)它允许在储层内逐渐积聚水平孔隙弹性应力,这将倾向于阻碍陡倾断层的激活。从低注入速率开始的注入方案(这里表示为保守注入)可以显著降低断层激活的风险,因为高流体流动性和储层强化在达到峰值注入速率之前很久就已经建立了孔隙弹性应力。此外,断层两侧的两口注水井同时注入,可以在正常断层应力状态下通过作用于断层的孔隙弹性应力积累进一步强化储层。本文的研究成果可为长期、安全、可靠的二氧化碳地质封存提供实用有效的指导。
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
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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