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

Jawad Ali Khan, Andreas Michael
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引用次数: 1

摘要

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