Cooling-induced geomechanical response of North Sea reservoirs, and relevance for CO2 storage monitoring

IF 4.6 3区 工程技术 Q2 ENERGY & FUELS International Journal of Greenhouse Gas Control Pub Date : 2024-09-09 DOI:10.1016/j.ijggc.2024.104228
Lars Grande , Luke Griffiths , Joonsang Park , Elin Skurtveit , Nicholas Thompson
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Abstract

Many studies on CO2 injection monitoring focus on fault stability risks due to increased pore pressure. However, the temperature of the injected fluid can also significantly impact the near-wellbore region through cooling-induced strain, stress changes, and fracturing, necessitating tailored monitoring strategies. This study evaluates the potential for near-well monitoring by examining the magnitude of strain and associated failure scenarios in reservoir formations down to approximately 2.6 km, where injected CO2 may cause temperature decreases of around 80 °C. The combined effects of pore pressure and cooling on stress path and elastic-inelastic strain are assessed using laboratory triaxial test data and selected well logs. The impact of cooling was simulated directly via uniaxial strain tests or indirectly through multistage tests with Acoustic Emission (AE) monitoring. An analytical approach based on the Mohr-Coulomb failure criterion is employed to evaluate the stress path relative to the failure criteria. Results indicate that shallow, uncemented sands and weakly cemented sandstones predominantly exhibit elastic expansion in response to injection. In contrast, deep, stiff sandstones can experience cooling-induced contraction, inelastic damage, and even fracturing. The findings are further discussed in relation to well-based monitoring techniques, including fibre optics and other methods.

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北海储层冷却引起的地质力学响应及其对二氧化碳封存监测的意义
许多关于二氧化碳注入监测的研究都侧重于孔隙压力增加导致的断层稳定性风险。然而,注入流体的温度也会通过冷却引起的应变、应力变化和压裂对近井筒区域产生重大影响,因此有必要制定有针对性的监测策略。本研究评估了近井监测的潜力,研究了注入的二氧化碳可能导致温度下降约 80 °C,从而导致约 2.6 千米以下储层的应变大小和相关失效情况。利用实验室三轴测试数据和选定的测井记录,评估了孔隙压力和冷却对应力路径和弹性-非弹性应变的综合影响。通过单轴应变测试直接模拟冷却的影响,或通过声发射(AE)监测的多级测试间接模拟冷却的影响。采用基于莫尔-库仑失效准则的分析方法来评估与失效准则相关的应力路径。结果表明,浅层非胶结砂岩和弱胶结砂岩在注入时主要表现为弹性膨胀。相比之下,深层坚硬砂岩则会出现冷却引起的收缩、非弹性破坏,甚至断裂。研究结果还结合井基监测技术(包括光纤和其他方法)进行了进一步讨论。
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来源期刊
CiteScore
9.20
自引率
10.30%
发文量
199
审稿时长
4.8 months
期刊介绍: The International Journal of Greenhouse Gas Control is a peer reviewed journal focusing on scientific and engineering developments in greenhouse gas control through capture and storage at large stationary emitters in the power sector and in other major resource, manufacturing and production industries. The Journal covers all greenhouse gas emissions within the power and industrial sectors, and comprises both technical and non-technical related literature in one volume. Original research, review and comments papers are included.
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