层状和空间非均质岩石中的泥滤液侵入:基于延时x射线微计算机断层扫描(Micro-CT)的高分辨率原位可视化和分析

Colin Schroeder, C. Torres‐Verdín
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引用次数: 0

摘要

采用高分辨率x射线微计算机断层扫描(micro-CT)研究了层状非均质岩石中泥滤液的侵入过程。实验室实验包括在圆柱形岩心样品中心的钻孔中注入加压水基钻井泥浆,这些岩心样品显示出一系列岩石物理性质,包括交叉层状砂岩、细层状各向异性砂岩、具有显著孔隙尺度非均质性的鲕状石灰岩和空间非均质孔洞状白云岩。将钻井泥浆注入最初干燥(空气饱和)的岩心样品中,连续进行高分辨率x射线微ct扫描,以可视化泥浆滤液侵入岩心样品过程中泥浆滤液的流动情况。由于所有实验情况下钻井泥浆的性质都是一致的,因此观察到的侵入行为差异可归因于岩心样品的独特性质。尽管表现出广泛的岩石物理性质,包括渗透率范围从8.9 md到超过1800 md,但除了短暂的初始喷射损失(仅持续几秒钟)外,所有实验案例的泥浆滤液侵入率都是相似的,这表明沉积的泥饼的性质而不是岩心样品的独特性质控制了泥浆滤液侵入率。相反,在不同情况下,侵入前沿的位移和岩心样品中泥浆滤液的空间分布在空间和时间上都存在显著差异。最初,岩心样品中的泥浆滤液流动主要受粘性力控制,空气被强行从井眼周围排出。此后不久,由于泥饼在井壁上的沉积迅速降低了泥浆滤液侵入的速度,我们观察到一个迅速转变为毛细管主导的流动。由于驱替过程受到毛细力的控制,我们观察到,随着时间的推移,侵入区内的泥浆滤液分布更加均匀,井眼周围的泥浆滤液被进一步吸入岩心样品中。侵入带内的平均泥滤液饱和度先是下降,然后稳定在43% ~ 51%之间,表明侵入前缘后仍有大量截留气(空气)。实验结果表明,在泥浆滤液侵入过程中,早期获得的井眼测量数据(如钻井中获得的数据)可能比后期获得的电缆测量数据对小规模非均质性更敏感,一旦毛细力使侵入区内的泥浆滤液饱和度变得更加均匀分布。此外,由于毛细力主要负责控制侵入带的泥浆滤液饱和度,井眼周围的流体可能无法被驱移到其真正的残余饱和度,这可能导致核电阻率和浅感电阻率测量低估了地层的实际可动烃饱和度。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Mud-Filtrate Invasion in Laminated and Spatially Heterogeneous Rocks: High-Resolution In-Situ Visualization and Analysis Using Time-Lapse X-Ray Microcomputed Tomography (Micro-CT)
High-resolution X-ray microcomputed tomography (micro-CT) was used to investigate the process of mud-filtrate invasion in laminated and spatially heterogeneous rocks. Laboratory experiments involved the injection of pressurized water-based drilling mud into a borehole located at the center of cylindrical rock core samples that exhibited a range of petrophysical properties, including a cross-bedded sandstone, a finely laminated anisotropic sandstone, an oolitic limestone with significant pore-scale heterogeneity, and a spatially heterogeneous vuggy dolomite. As drilling mud was injected into the initially dry (air-saturated) core samples, high-resolution X-ray micro-CT scanning was continuously performed to visualize the flow of mud filtrate through the core samples during mud-filtrate invasion. Because the properties of the drilling mud were consistent for all of the experimental cases, differences observed in the invasion behavior could be attributed to the unique properties of the core samples. Despite exhibiting a wide range of petrophysical properties, including permeabilities ranging from 8.9 to over 1,800 md, the mud-filtrate invasion rate was similar for all of the experimental cases, aside from a brief initial period of spurt loss that lasted only a few seconds, indicating that properties of the deposited mudcake were responsible for controlling the rate of mud-filtrate invasion rather than the unique properties of the core samples. Conversely, displacement of the invasion front and the spatial distribution of mud filtrate in the core samples differed significantly between cases, both spatially and as a function of time. Initially, mud-filtrate flow in the core samples was dominated by viscous forces, and air was forcibly displaced from around the borehole. Shortly thereafter, we observed a rapid transition to capillary-dominated flow as the deposition of mudcake on the borehole wall quickly reduced the rate of mud-filtrate invasion. As a result of the displacement process being controlled by capillary forces, we observed that mud filtrate within the invaded zone became more uniformly distributed over time, with mud filtrate from around the borehole being drawn further into the core samples. The average mud-filtrate saturation within the invaded zone initially decreased before stabilizing between 43 and 51%, indicating that a significant volume of trapped gas (air) remained behind the invasion front. Experimental results indicate that borehole measurements acquired at early times during the mud-filtrate invasion process, such as those acquired while drilling, may be more sensitive to small-scale heterogeneity than wireline measurements acquired later once capillary forces have caused the mud-filtrate saturation within the invaded zone to become more uniformly distributed. Furthermore, because capillary forces were primarily responsible for controlling the mud-filtrate saturation in the invaded zone, fluids from around the borehole may not be displaced to their true residual saturation, potentially causing nuclear and shallow-sensing resistivity measurements to underestimate the actual mobile hydrocarbon saturation of the formation.
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