4.5 Article

Experimental study on the variation of relative permeability due to clay minerals in low salinity water-flooding

Journal

JOURNAL OF PETROLEUM SCIENCE AND ENGINEERING
Volume 151, Issue -, Pages 292-304

Publisher

ELSEVIER SCIENCE BV
DOI: 10.1016/j.petrol.2017.01.014

Keywords

Low salinity water-flooding; Clay minerals; Relative permeability; Wettability alteration

Funding

  1. Energy Efficiency & Resources of the Korea Institute of Energy Technology Evaluation and Planning (KETEP) - Korea government Ministry of Trade, Industry Energy [20152510101980]

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This study presents experimental results on the variation of relative permeability due to clay types and contents in low salinity water-flooding. To analyze the effect of clay types and contents on relative permeability, core flooding using unconsolidated sand core samples was conducted. Relative permeability curves were measured from the experiments using the Johnson, Bossier, and Naumann (JBN) method. From the results, the moving range (S-or-S-wi) of the relative permeability curve was proportional to the clay contents of kaolinite. The moving range for illite also showed a relative permeability curve proportional to the clay contents, but it was less than that for kaolinite. To extend the equation of the Honarpour end-point relative permeability curves in low salinity water-flooding, end-point relative permeability curves were matched With the experimental relative permeability curves by charging the Honarpour index N-o and N-w. Then, the difference of N-o and N-w between the conventional water-flooding and the low salinity water-flooding was correlated with the clay contents. Based on the results, extended functions of index N-o and N-w were proposed to describe the relative permeability curves applied to low salinity water-flooding. It is believed that end-point relative permeability curves can be determined by the proposed N-o and N-w instead of the conventional exponent index in low salinity water flooding with reservoirs containing kaolinite.

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