Albert S. Kim

Prof. Dr. Albert S. Kim

Civil and Environmental Engineering, University of Hawaii at Manoa2540 Dole street Holmes 383, Honolulu, HI 96822, USA
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Research Focus & Metrics

Academic Career Length

28Years (1999-Present)

(Calculated once Scilit publication data is synced: current year − year of first publication + 1)

Representative Publications

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1 November 2002 in Environmental Engineering Science
Verified
Journal Article
Closed access
EHEric M. V. Hoek
Eric M. V. Hoek
Albert S. KimAlbert S. Kim
Albert S. Kim
MEMenachem Elimelech
Menachem Elimelech

1 June 2007 in Desalination
Verified
Journal Article
Closed access
ANAileen N.L. Ng
Aileen N.L. Ng
Albert S. KimAlbert S. Kim
Albert S. Kim

1 February 2009 in Journal of Membrane Science
Verified
Journal Article
Closed access
ACAlison E. Contreras
Alison E. Contreras
Albert S. KimAlbert S. Kim
Albert S. Kim
QLQilin Li
Qilin Li

1 December 2004 in Advances in Colloid and Interface Science
Verified
Journal Article
Closed access
JCJim C. Chen
Jim C. Chen
Albert S. KimAlbert S. Kim
Albert S. Kim

1 April 1999 in Journal of Colloid and Interface Science
Verified
Journal Article
Open access
SBSubir Bhattacharjee
Subir Bhattacharjee
Albert S. KimAlbert S. Kim
Albert S. Kim
MEMenachem Elimelech
Menachem Elimelech
A theoretical approach for predicting the influence of interparticle interactions on concentration polarization and the ensuing permeate flux decline during cross-flow membrane filtration of charged solute particles is presented. The Ornstein-Zernike integral equation is solved using appropriate closures corresponding to hard-spherical and long-range solute-solute interactions to predict the radial distribution function of the solute particles in a concentrated solution (dispersion). Two properties of the solution, namely the osmotic pressure and the diffusion coefficient, are determined on the basis of the radial distribution function at different solute concentrations. Incorporation of the concentration dependence of these two properties in the concentration polarization model comprising the convective-diffusion equation and the osmotic-pressure governed permeate flux equation leads to the coupled prediction of the solute concentration profile and the local permeate flux. The approach leads to a direct quantitative incorporation of solute-solute interactions in the framework of a standard theory of concentration polarization. The developed model is used to study the effects of ionic strength and electrostatic potential on the variations of solute diffusivity and osmotic pressure. Finally, the combined influence of these two properties on the permeate flux decline behavior during cross-flow membrane filtration of charged solute particles is predicted. Copyright 1999 Academic Press.