RESEARCH ARTICLE

Functionalized activated carbon for the adsorptive removal of perchlorate from water solutions

  • Rovshan MAHMUDOV ,
  • Chinglung CHEN ,
  • Chin-Pao HUANG
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  • Department of Civil and Environmental Engineering, University of Delaware, Newark, DE 19716, USA

Received date: 08 Jan 2015

Accepted date: 12 May 2015

Published date: 14 Jul 2015

Copyright

2014 Higher Education Press and Springer-Verlag Berlin Heidelberg

Abstract

Two types of activated carbon, namely, Filtrasorb 400 and Nuchar SA, were functionalized by quaternary ammonium salts (quats), as to enhance perchlorate adsorption. Results showed that the adsorption of quats on Nuchar SA increased with increase in chain length (hydrophobicity) of quats. Filtrasorb 400, however, had limited uptake of long-chain quats such as dodecyltrimethylammonium and hexadecyltrimethylammoium (HDTMA). Results indicated that perchlorate removal by the functionalized activated carbon was directly related to the chain length of the modifying quats. Perchlorate removal by functionalized activated carbon increased with increase in chain length of the modifying quats and became less pH-dependent. Modified Nuchar SA had higher overall perchlorate removal capacity than the modified Filtrasorb F400, but was more strongly affected by pH than Filtrasorb 400. Activated carbon treated with HDTMA exhibited the best perchlorate removal capacity among all quats studied. Results indicated that tailoring the activated carbon surface with HDTMA rendered the activated carbon surface positively charged, which resulted in substantial increase in perchlorate removal compared to unfunctionalized activated carbons.

Cite this article

Rovshan MAHMUDOV , Chinglung CHEN , Chin-Pao HUANG . Functionalized activated carbon for the adsorptive removal of perchlorate from water solutions[J]. Frontiers of Chemical Science and Engineering, 2015 , 9(2) : 194 -208 . DOI: 10.1007/s11705-015-1517-3

Acknowledgements

Results presented in this manuscript were based on a project partially supported by SERDP (# ER 1430). Additional financial support to the senior author came from the Graduate Research Assistantship provided by the Department of Civil and Environmental Engineering, University of Delaware. Mention of materials and process does not imply endorsement by the funding agency.
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