Annular cement sheath characterization and hydraulic aperture assessment through single- and two-phase seepage tests

Victor Nogueira Lima , Amir Taheri , Erlend Randeberg , Hans Joakim Skadsem
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Abstract

The integrity of well barriers is critical throughout the life cycle of oil and gas wells, with annular cement as a key component in maintaining the structural integrity of the barrier system. In this study, an annular cemented section with a well-defined microannulus was systematically constructed and characterized, and both single- and two-phase seepage tests were conducted to gain a deeper understanding of how relative permeability impacts the estimation of hydraulic aperture in potential leakage pathways. The test cell design allows modification of the microannulus gap size by changing the pressure applied inside the inner casing. This enables studying different microannulus sizes throughout the conducted tests. The single-phase seepage tests showed consistent measurements of hydraulic aperture for both gas and water, despite variations in fluid type and applied pressure, with surface roughness likely affecting the non-linear behavior of the hydraulic aperture under stress. The two-phase seepage tests demonstrated a clear relationship between breakthrough pressure and microannulus size, with the van Genuchten model providing a better fit for relative permeability and capillary pressure data. Breakthrough time experiments revealed that initial permeability estimations were significantly lower than those obtained from single-phase tests; however, once relative permeability at breakthrough was accounted for, the estimated absolute permeability values aligned closely with the single-phase experimental data. These findings offer valuable insights into the complex interactions between cement sheath integrity and gas migration, potentially contributing to developing new well integrity assessment technologies, including tracer gas below the well barrier element, as well as insights relevant for both gas migration and sustained casing pressure analysis.
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通过单阶段和两阶段渗流试验对环空水泥环进行表征和水力孔径评价
在油气井的整个生命周期中,井眼屏障的完整性至关重要,环空水泥是保持井眼屏障系统结构完整性的关键组成部分。在这项研究中,系统地构建了一个具有明确微环空的环空胶结段,并对其进行了表征,并进行了单相和两相渗流试验,以更深入地了解相对渗透率如何影响潜在泄漏路径中水力孔径的估计。测试单元的设计允许通过改变内层套管内施加的压力来改变微环空间隙的大小。这样就可以在整个测试过程中研究不同的微环空尺寸。单相渗流试验显示,尽管流体类型和施加压力不同,但气体和水的水力孔径测量结果一致,表面粗糙度可能会影响应力作用下水力孔径的非线性行为。两相渗流试验表明,突破压力与微环空尺寸之间存在明显的关系,van Genuchten模型可以更好地拟合相对渗透率和毛管压力数据。突破时间实验表明,初始渗透率估计值明显低于单相试验结果;然而,一旦考虑了突破处的相对渗透率,估计的绝对渗透率值与单相实验数据非常吻合。这些发现为水泥环完整性与气体运移之间的复杂相互作用提供了有价值的见解,可能有助于开发新的井完整性评估技术,包括井屏障元件下的示踪气体,以及与气体运移和持续套管压力分析相关的见解。
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