4.5 Article

Modeling wettability change in sandstones and carbonates using a surface-complexation-based method

Journal

JOURNAL OF PETROLEUM SCIENCE AND ENGINEERING
Volume 174, Issue -, Pages 1093-1112

Publisher

ELSEVIER SCIENCE BV
DOI: 10.1016/j.petrol.2018.12.016

Keywords

Mechanistic modeling; Surface complexation; Wettability change; Ionically tuned waterflood

Ask authors/readers for more resources

After testing proposed models in the literature on sandstones and carbonates, we propose a mechanistic surfacecomplexation-based model that quantitatively describes observations for ionically treated waterfloods. We model wettability change by directly linking wettability to brine chemistry using detailed colloidal science. Brine has charged ions that interact with polar acidic/basic components at the oil-water interface and rock surface and therefore oil/brine and rock/brine interfaces are charged and exert both Van der Waals and electrostatic forces on each other. If the net result of the forces is repulsive, the thin water film between the two interfaces is stable (i.e., the rock is water-wet) otherwise, the thin water film is unstable and the rock becomes oil-wet. We describe a ratio of electrostatic force to Van der Waals force with a dimensionless group, called wetting film stability number, where rock wettability is water-wet for values greater than one and oil-wet for values less than one. For sandstones, the zeta potentials of oil/brine and rock/brine interfaces become more negative/less positive by diluting or softening the brine and/or increasing pH. Similarly, for carbonates, dilution and/or sulfate enrichment of brine makes surface potentials more negative. Such brine modification can therefore be used to improve oil recovery. We implemented the improved wettability change model in a comprehensive coupled reservoir simulator, UTCOMP-IPhreeqc, in which oil/brine and rock/brine zeta potentials are modelled using the IPhreeqc surface complexation module. Surface potentials obtained from the geochemical model are used to calculate the dimensionless group controlling wettability change, which is dynamically modelled in the transport simulator. The model is validated in sandstones and carbonates by simulating an inter-well test, and several corefloods and imbibition tests reported in the literature. For sandstones, we model Kozaki (2012) and BP's Endicott trial. For simple dilution in carbonates we model experiments by Shehata a al. (2014) and Yousef et al. (2010). For enrichment with sulfate we model Zhang and Austad (2006) and for increasing total ionic strength via sodium chloride enrichment, Fathi et al. (2010a).

Authors

I am an author on this paper
Click your name to claim this paper and add it to your profile.

Reviews

Primary Rating

4.5
Not enough ratings

Secondary Ratings

Novelty
-
Significance
-
Scientific rigor
-
Rate this paper

Recommended

No Data Available
No Data Available