Sequentially Coupled Thermal-Hydraulic-Mechanical Simulation for Geomechanical Assessments of Caprock Integrity in SAGD

IF 3 3区 工程技术 Q2 ENGINEERING, GEOLOGICAL Canadian Geotechnical Journal Pub Date : 2023-09-09 DOI:10.1139/cgj-2023-0228
Bo Zhang, Rick Chalaturnyk, Jeff Boisvert
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 An integrated coupled THM modeling methodology is proposed here to improve the modeling of reservoir deformations and caprock integrity in a heterogeneous oil sand reservoir with interbedded shale barriers. The pressure and temperature front are found to propagate at different speed and that dominate the elastic and plastic deformations caused by changes of shear and mean effective stress. Therefore, four stages are divided in the SAGD process that can be interpretations of changes in stress paths including buildup of pore pressure, generation and dissipation of thermal induced stresses. The response surfaces of minimum factor of safety (FOS) are introduced and computed to provide a conservative estimate for caprock integrity during SAGD of a heterogeneous reservoir with multiple layers of caprocks in Athabasca oil sands. 
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Abstract

Oil sand reservoirs and caprock undergo deformations triggered by pore pressure increases and thermal induced stresses during the steam-assisted-gravity-drainage (SAGD) processes. Geomechanical assessments are mandated by energy regulators to evaluate the caprock integrity and ensure the safe SAGD operations. Commercial reservoir simulation packages started to incorporate geomechanical effects when predicting flow response; however, these geomechanical modules are not able to correctly model the plastic deformations caused by thermal-hydraulic-mechanical (THM) interactions, which has a first order effect on predicting steam chamber propagation and evaluating caprock integrity. An integrated coupled THM modeling methodology is proposed here to improve the modeling of reservoir deformations and caprock integrity in a heterogeneous oil sand reservoir with interbedded shale barriers. The pressure and temperature front are found to propagate at different speed and that dominate the elastic and plastic deformations caused by changes of shear and mean effective stress. Therefore, four stages are divided in the SAGD process that can be interpretations of changes in stress paths including buildup of pore pressure, generation and dissipation of thermal induced stresses. The response surfaces of minimum factor of safety (FOS) are introduced and computed to provide a conservative estimate for caprock integrity during SAGD of a heterogeneous reservoir with multiple layers of caprocks in Athabasca oil sands.
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SAGD盖层完整性地质力学评价的热-水-力序贯耦合模拟
在蒸汽辅助重力泄放(SAGD)过程中,油砂储层和盖层会因孔隙压力升高和热应力而发生变形。地质力学评估是能源监管机构授权的,用于评估盖层完整性,确保SAGD作业的安全。商业油藏模拟程序开始在预测流动响应时纳入地质力学效应;然而,这些地质力学模型不能正确地模拟由热-水-力学(THM)相互作用引起的塑性变形,这对预测蒸汽室扩展和评估盖层完整性具有一级影响。为了改进具有互层页岩屏障的非均质油砂储层的储层变形和盖层完整性建模,提出了一种集成耦合THM建模方法。发现压力锋和温度锋以不同的速度传播,并主导着剪切和平均有效应力变化引起的弹塑性变形。因此,SAGD过程分为四个阶段,可以解释应力路径的变化,包括孔隙压力的积累、热诱发应力的产生和消散。引入并计算了最小安全系数响应面,为阿萨巴斯卡油砂多层非均质储层SAGD过程中盖层完整性提供了保守估计。& # x0D;
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来源期刊
Canadian Geotechnical Journal
Canadian Geotechnical Journal 地学-地球科学综合
CiteScore
7.20
自引率
5.60%
发文量
163
审稿时长
7.5 months
期刊介绍: The Canadian Geotechnical Journal features articles, notes, reviews, and discussions related to new developments in geotechnical and geoenvironmental engineering, and applied sciences. The topics of papers written by researchers and engineers/scientists active in industry include soil and rock mechanics, material properties and fundamental behaviour, site characterization, foundations, excavations, tunnels, dams and embankments, slopes, landslides, geological and rock engineering, ground improvement, hydrogeology and contaminant hydrogeology, geochemistry, waste management, geosynthetics, offshore engineering, ice, frozen ground and northern engineering, risk and reliability applications, and physical and numerical modelling. Contributions that have practical relevance are preferred, including case records. Purely theoretical contributions are not generally published unless they are on a topic of special interest (like unsaturated soil mechanics or cold regions geotechnics) or they have direct practical value.
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