Effect of Supercritical CO2 on the Poroelastic Characteristics of Poorly Cemented Sandstone Reservoirs During Depletion and Injection

S. Hashemi, A. Kovscek, M. Zoback
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引用次数: 1

Abstract

While there is continuing interest in geologic CO2 storage, experimental studies on poroelastic characteristics of reservoir rocks during depletion and subsequent CO2 injection are scarce. Rock stiffness, confining stress, and pore pressure control the poroelastic response of saturated rocks. Also, the stress and pore pressure evolution during injection is a key parameter to understanding operations thresholds for CO2 storage projects. As depleted fields in the Gulf of Mexico have been identified as strong candidates for CO2 storage projects, it is important to understand if the poroelastic characteristics from such fields have been altered due to depletion. Among rock properties, Young’s modulus (E), bulk modulus (Kb) and Biot coefficient (α) are of particular importance. In this study, the poroelastic deformation of a core from the West Delta field in the Gulf of Mexico is characterized experimentally and the impacts of supercritical CO2 (scCO2) on the specimen are investigated. The experimental program simulated reservoir stress changes due to production-induced depletion and scCO2 injection through cycling both the confining pressure (Cp) and pore pressure (Pp). We measured the deviatoric stress, volumetric strain, derived the corresponding Young’s (E), bulk moduli (Kb) and Biot coefficient (α). The results show that the effect of scCO2 on E is more significant at greater confining pressures during the injection phase than depletion at a constant simple effective stress. Interaction of scCO2 with clay minerals caused rock frame dehydration and led to an increase in E. The bulk modulus increased with increasing the confining pressure at a given Pp and decreased with Pp at a certain Cp. α rose with Pp during both depletion and injection phases. Interaction with scCO2 limited the variation of α and the effect of Pp and Cp on α decreased in significance during the depletion phase. Longer interaction time with scCO2 increased α from 10-25% at different Pp values compared to argon during the injection stage. However, the influence of effective stress in reducing the α weakened.
超临界CO2对弱胶结砂岩储层衰竭注水井孔弹性特性的影响
尽管人们对二氧化碳的地质储存一直很感兴趣,但对枯竭和随后的二氧化碳注入过程中储层岩石孔隙弹性特征的实验研究却很少。岩石刚度、围应力和孔隙压力控制着饱和岩石的孔弹性响应。此外,注入过程中的应力和孔隙压力演变是了解二氧化碳封存项目操作阈值的关键参数。由于墨西哥湾的枯竭油田已被确定为二氧化碳储存项目的有力候选者,因此了解这些油田的孔隙弹性特征是否因枯竭而改变是很重要的。在岩石性质中,杨氏模量(E)、体积模量(Kb)和Biot系数(α)尤为重要。本文对墨西哥湾西三角洲油田某岩心的孔隙弹性变形进行了实验表征,并研究了超临界CO2 (scCO2)对岩心的影响。实验程序通过循环围压(Cp)和孔隙压力(Pp),模拟了由于生产引起的枯竭和scCO2注入引起的储层应力变化。测量了偏应力、体应变,得到了相应的杨氏(E)、体模量(Kb)和Biot系数(α)。结果表明:在注入阶段,当围压较大时,scCO2对E的影响比在简单有效应力恒定时的枯竭更为显著;在一定Pp下,体积模量随围压的增大而增大,而在一定Cp下,体积模量随围压的增大而减小。在衰竭和注入阶段,α都随Pp的增大而增大。与scCO2的相互作用限制了α的变化,Pp和Cp对α的影响在耗竭期显著降低。与氩气相比,在不同Pp值下,随着与scCO2作用时间的延长,注入阶段α增加了10-25%。而有效应力对α的还原作用减弱。
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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