地层损伤下稳态-瞬态试验相对渗透率和毛管压力的确定

N. Hemmati, S. Borazjani, A. Zeinijahromi, A. Badalyan, L. Genolet, A. Behr, P. Bedrikovetsky
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引用次数: 0

摘要

先前的研究开发了同时确定岩心驱油相对渗透率(Kr)和毛管压力(Pc)的方法,即所谓的稳态过渡测试(SSTT),该测试是为恒定水成分而设计的。SSTT过程包括同时注入水和油,逐步增加注入水的分数,直到稳定,在稳定状态之间的过渡期间测量压降和出水含水率。在本研究中,我们针对高矿化度(HS)和低矿化度(LS)的水进行了SSTT,高矿化度的SSTT以二次渗吸模式进行,然后岩心完全再饱和,然后是低矿化度的SSTT以第三次渗吸模式进行。为了验证SSTT,我们分别在二次和三次渗吸SSTT后进行了HS和LS连续注水。通过数值模拟确定了压降和平均饱和度的类型曲线;原始测量数据由类型曲线近似,得到原不适定反问题的正则化。利用适定逆算法得到了Berea砂岩中HS和LS洪水的Kr和Pc曲线。LS注水后,水的Kr显著降低,剩余油也有一定程度的降低,这是由于LS水对高岭石细粒的动员作用,导致细粒运移,并在细孔中产生张力,细粒的张力导致载水渗透率下降,微观尺度上波及改善。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Determining Relative Permeability and Capillary Pressure from Steady-State-Transient Test Under Formation Damage
Previous works develop the method to simultaneously determine relative permeability (Kr) and capillary pressure (Pc) from corefloods – so-called steady-state-transition test (SSTT), which was designed for constant water composition. The SSTT procedure comprises simultaneous injection of water and oil with piecewise-constant increasing injected water fraction until stabilization, measuring pressure drop and effluent water cut during transition periods between the steady-states. In this work, we developed SSTT for high-salinity (HS) and low-salinity (LS) water – HS SSTT is performed in secondary imbibition mode, then the core is fully re-saturated, which follows by LS SSTT in tertiary imbibition mode. To validate SSTT, we performed continuous waterflood by HS and LS after secondary and tertiaty imbibition SSTTs, respectively. The type curves for pressure drop and average saturation are determined by numerical simulation; the raw measured data are approximated by the type curves, yielding regularization of the originally ill-posed inverse problem. The well-posed inverse algorithm produced Kr and Pc curves for HS and LS floods in Berea sandstone. Significant decrease in Kr for water and some decrease in residual oil after LS water injection is explained by mobilization of kaolinite fines by LS water, followed by fines migration and their consequent straining in thin pores: straining of fines causes the permeability decline in the carrier water and sweep improvement at the micro-scale.
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