Adsorption and bioadsorption of granular activated carbon (GAC) for dissolved organic carbon (DOC) removal in wastewater

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dc.contributor.author Xing Wen en_US
dc.contributor.author Ngo Huu Hao en_US
dc.contributor.author Kim Seoung-Hyun en_US
dc.contributor.author Guo Wenshan en_US
dc.contributor.author Hagare Prasanthi en_US
dc.contributor.editor en_US
dc.date.accessioned 2010-05-28T09:48:58Z
dc.date.available 2010-05-28T09:48:58Z
dc.date.issued 2008 en_US
dc.identifier 2007004965 en_US
dc.identifier.citation Xing Wen et al. 2008, 'Adsorption and bioadsorption of granular activated carbon (GAC) for dissolved organic carbon (DOC) removal in wastewater', Elsevier Ltd, vol. 99, no. 18, pp. 8674-8678. en_US
dc.identifier.issn 0960-8524 en_US
dc.identifier.other C1 en_US
dc.identifier.uri http://hdl.handle.net/10453/9347
dc.description.abstract In this study, the performances of GAC adsorption and GAC bioadsorption in terms of dissolved organic carbon (DOC) removal were investigated with synthetic biologically treated sewage effluent (BTSE), synthetic primary treated sewage effluent (PTSE), real BTSE and real PTSE. The main aims of this study are to verify and compare the efficiency of DOC removal by GAC (adsorption) and acclimatized GAC (bioadsorption). The results indicated that the performance of bioadsorption was significantly better than that of adsorption in all cases, showing the practical use of biological granular activated carbon (BGAC) in filtration process. The most significance was observed at a real PTSE with a GAC dose of 5 g/L, having 54% and 96% of DOC removal by adsorption and bioadsorption, respectively. In addition, it was found that GAC adsorption equilibrium was successfully predicted by a hybrid Langmuir-Freundlich model whilst integrated linear driving force approximation (LDFA) + hybrid isotherm model could describe well the adsorption kinetics. Both adsorption isotherm and kinetic coefficients determined by these models will be useful to model the adsorption/bioadsorption process in DOC removal of BGAC filtration system. © 2008 Elsevier Ltd. All rights reserved. en_US
dc.language en_US
dc.publisher Elsevier Ltd en_US
dc.relation.hasversion Accepted manuscript version en_US
dc.relation.isbasedon http://dx.doi.org/10.1016/j.biortech.2008.04.012 en_US
dc.rights NOTICE: this is the author’s version of a work that was accepted for publication in Bioresource Technology. Changes resulting from the publishing process, such as peer review, editing, corrections, structural formatting, and other quality control mechanisms may not be reflected in this document. Changes may have been made to this work since it was submitted for publication. A definitive version was subsequently published in Bioresource Technology, VOL. 99, ISSUE 18, (2008) DOI# http://dx.doi.org/10.1016/j.biortech.2008.04.012 en_US
dc.title Adsorption and bioadsorption of granular activated carbon (GAC) for dissolved organic carbon (DOC) removal in wastewater en_US
dc.parent Bioresource Technology en_US
dc.journal.volume 99 en_US
dc.journal.number 18 en_US
dc.publocation The Netherlands en_US
dc.identifier.startpage 8674 en_US
dc.identifier.endpage 8678 en_US
dc.cauo.name FEIT.School of Elec, Mech and Mechatronic Systems en_US
dc.conference Verified OK en_US
dc.for 090400 en_US
dc.personcode 0000043078;010955;998032;890265;920671 en_US
dc.percentage 000100 en_US
dc.classification.name Chemical Engineering en_US
dc.classification.type FOR-08 en_US
dc.edition en_US
dc.custom en_US
dc.date.activity en_US
dc.location.activity en_US
dc.description.keywords Adsorption modeling; Dissolved organic carbon; GAC adsorption; GAC bioadsorption; Wastewater en_US
dc.staffid en_US


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