Mechanistic Modeling of Wellbore Integrity During CO2 Injection in Deep Saline Aquifers

Jawad Ali Khan, Andreas Michael
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引用次数: 1

Abstract

In this paper, we examine wellbore integrity during carbon dioxide (CO2) injection in deep saline aquifers, by modeling stress-distribution evolutions within the casing-cement sheath-rock formation (C/CS/RF) system. For our analysis, a mechanistic model is used, which considers a total of eleven ("10 + 1") modes of mechanical degradation assessing each of the three layers of the C/CS/RF system discretely. The integrity of the wellbore is assessed by modeling the casing layer as a thick-walled cylinder and the adjacent-RF layer as a poroelastic solid, accounting for fluid infiltration into and out of the pores in close proximity to the CS layer. The magnitude of the normal-effective stresses at the C/CS and CS/RF interfaces provide calibration parameters for the stress distributions within the intermediate-CS layer, honoring linear elasticity. This novel method is used to determine the initial state of stress within the C/CS/RF system with balanced conditions inside the wellbore, following cement setting. Using input data from the literature, the integrity of the C/CS/RF system is assessed over a 30-year period of bulk-CO2 injection in a closed (bounded) system and an open (unbounded) system subsurface aquifer. In closed-aquifer configurations, disking failures along with radial and shear cracking tendencies are indicated within the CS layer, providing potential pathways for CO2 leakages back into the atmosphere. In open-aquifer configurations, the three aforementioned tendencies for mechanical degradation remain, albeit at a smaller degree. The generated stress distributions demonstrate no indication of inner debonding along the C/CS interface, while the outer-debonding limit is approached on the CS/RF interface, but never exceeded. Moreover, no tensile failures (via longitudinal or transverse-fracture initiation) is expected along the CS/RF interface, nor casing failures (related to compressive/tensile loads, collapse and burst stress loads). Finally, none of the scenarios considered are expected to generate seismic activity along preexisting faults (PEFs) near the injection well.
深盐水含水层二氧化碳注入过程中井筒完整性的机理建模
在本文中,我们通过模拟套管-水泥护套-岩层(C/CS/RF)系统内的应力分布演变,研究了深盐水含水层中二氧化碳(CO2)注入过程中的井筒完整性。在分析中,我们使用了一个力学模型,该模型考虑了总共 11 种("10 + 1")机械退化模式,对 C/CS/RF 系统三层中的每一层进行离散评估。通过将套管层建模为厚壁圆柱体,将邻近的 RF 层建模为多孔弹性固体,并考虑到流体渗入和渗出靠近 CS 层的孔隙,来评估井筒的完整性。C/CS和CS/RF界面上的法向有效应力的大小为中间CS层内的应力分布提供了校准参数,符合线性弹性。这种新方法用于确定 C/CS/RF 系统内的初始应力状态,以及水泥凝固后井筒内的平衡条件。利用文献中的输入数据,对封闭(有界)系统和开放(无界)系统地下含水层中大量注入二氧化碳的 30 年间,C/CS/RF 系统的完整性进行了评估。在封闭含水层配置中,CS 层内出现了盘状破坏以及径向和剪切裂缝趋势,为二氧化碳泄漏回大气提供了潜在途径。在开放式含水层配置中,上述三种机械退化趋势依然存在,只是程度较轻。生成的应力分布表明,C/CS 界面没有内部脱粘的迹象,而 CS/RF 界面接近外部脱粘极限,但从未超过该极限。此外,CS/RF 接口不会发生拉伸破坏(通过纵向或横向断裂),也不会发生套管破坏(与压缩/拉伸载荷、坍塌和爆裂应力载荷有关)。最后,所考虑的所有方案都不会在注水井附近的原有断层(PEFs)上产生地震活动。
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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