The Effect of Fines Migration During CO2 Injection Using Pore Scale Characterization

F. Othman, Yamin Wang, F. Hussain
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引用次数: 5

Abstract

Recent laboratory studies have shown fines migration induced decrease in rock permeability during CO2 injection. Fines migration is a pore scale phenomenon, yet previous laboratory studies did not conduct comprehensive pore scale characterization. This study utilizes integrated pore scale characterization techniques to study the phenomenon. We present CO2 injection experiments performed on two Berea sandstone samples. The core samples are characterized using nitrogen permeability, X-ray micro-computed tomography (micro-CT), Scanning Electronic Microscopy with Energy Dispersive X-ray Spectroscopy (SEM-EDS) and Itrax X-ray Fluoresence (XRF) scanning. The core samples were flooded with freshwater, then CO2-saturated water, and finally water-saturated supercritical CO2 (scCO2). To calculate permeability, the pressure difference across the core samples was monitored during these fluid injections. The produced water samples were analysed using Inductively Coupled Plasma-Optical Emission Spectrometry (ICPOES). After the flooding experiment, nitrogen permeability, micro-CT, SEM-EDS and Itrax-XRF scanning was repeated to characterize pore scale damage. Micro-CT image based computations were run to estimate permeability decrease along the core sample length after injection. Results show dissolution of dolomite and other high density minerals. Mineral dissolution dislodges fines particles which migrate during scCO2 injection. Berea 1 and Berea 2 showed respectively 29% and 13% increase in permeability during CO2-saturated water injection. But after water-saturated scCO2 injection, both Berea 1 and Berea 2 showed 60% decrease in permeability. The permeability damage of the sample can be explained by fines migration and subsequent blockage. SEM-EDS images also show some examples of pore blockage.
孔隙尺度表征对CO2注入过程中微粒迁移的影响
最近的实验室研究表明,在CO2注入过程中,颗粒运移导致岩石渗透率降低。细颗粒迁移是一种孔隙尺度现象,以往的实验室研究并没有进行全面的孔隙尺度表征。本研究利用综合孔隙尺度表征技术来研究这一现象。我们介绍了在两个Berea砂岩样品上进行的CO2注入实验。利用氮渗透率、x射线微计算机断层扫描(micro-CT)、扫描电子显微镜与能量色散x射线能谱(SEM-EDS)和Itrax射线荧光(XRF)扫描对岩心样品进行表征。岩心样品先注入淡水,然后注入饱和二氧化碳水,最后注入饱和水超临界二氧化碳(scCO2)。为了计算渗透率,在注入流体期间监测岩心样品之间的压力差。采用电感耦合等离子体发射光谱法(ICPOES)对采出水样进行分析。注水实验结束后,重复进行氮气渗透率、micro-CT、SEM-EDS和Itrax-XRF扫描,以表征孔隙级损伤。基于微ct图像的计算计算了注入后渗透率沿岩心样品长度的下降。结果表明白云石和其他高密度矿物有溶解作用。矿物溶解释放出微粒,微粒在scCO2注入过程中迁移。饱和co2注入后,Berea 1和Berea 2的渗透率分别增加了29%和13%。但注入饱和水scCO2后,Berea 1和Berea 2渗透率均下降60%。试样的渗透性破坏可以用细小颗粒的迁移和随后的堵塞来解释。SEM-EDS图像也显示了一些孔隙堵塞的例子。
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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