Permeability Damage Due to Fines Migration During CO2 Sequestration

F. Othman, M. Arif, F. Hussain
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引用次数: 1

Abstract

Fines migration has not been widely considered during CO2 injection into water-saturated rocks. Mineral dissolution effects are only considered in long-term experiments (weeks to months scale). This study conducts a series of short (few hours) dynamic experiments to study the effect of dissolution and fines migration on CO2 injectivity in cores. Three coreflooding experiments were performed using Berea sandstone at difference salinity brine (0, 10, 30 and 60 g/L NaCl). First, the core plugs were subjected to brine injection. Then, CO2-saturated brine was injected to displace unsaturated brine from the core. Afterward, brine saturated supercritical CO2 (scCO2) was injected into the core. The Pressure drop across the core was monitored and produced water samples were collected continuously during the experiments. To characterize the core sample, X-Ray Powder Diffraction (XRD), X-Ray Fluorescence (XRF), and Scanning Electron Microscopy (SEM) analyses were performed. After the experiment, SEM-EDS analysis was run and registered with the pre-injection images to visualize fines migration. Fines concentration was measured, and ionic chromatography analysis was performed to characterize produced water samples. Numerical simulations were performed to model the experiment geochemical reactions. The permeability of the core sample is significantly reduced after the experiment due to pore blockage. SEM-EDS analysis of the blocked pores and produced fines show blockage is mostly caused by clay, quartz and cement. Numerical simulations showed that the reaction rate; hence, cement dissolution is faster at higher salinity.
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CO2固存过程中微粒迁移对渗透率的破坏
在饱和水岩石中注入CO2时,细粒运移尚未得到广泛的考虑。矿物溶解效应只在长期实验(数周到数月)中考虑。本研究通过一系列短时间(几小时)动态实验,研究岩心溶蚀和细粒运移对CO2注入能力的影响。利用Berea砂岩在不同盐度盐水(0、10、30和60 g/L NaCl)下进行了3次岩心驱替实验。首先,对岩心桥塞进行盐水注入。然后注入co2饱和盐水取代岩心中的不饱和盐水。随后,将盐水饱和超临界CO2 (scCO2)注入岩心。实验过程中监测了堆芯压降,并连续采集了采出水样。采用x射线粉末衍射(XRD)、x射线荧光(XRF)和扫描电子显微镜(SEM)对岩心样品进行了表征。实验结束后,运行SEM-EDS分析,并与注射前的图像进行匹配,以可视化细颗粒的迁移。测定了细粒浓度,并用离子色谱法对采出水样进行了表征。对实验地球化学反应进行了数值模拟。实验后岩心样品由于孔隙堵塞,渗透率明显降低。对堵塞孔隙和产生细粒的SEM-EDS分析表明,堵塞主要由粘土、石英和水泥引起。数值模拟结果表明:反应速率;因此,高矿化度下水泥溶解速度更快。
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