ISSN: 0256-1115 (print version) ISSN: 1975-7220 (electronic version)
Copyright © 2025 KICHE. All rights reserved

Articles & Issues

Language
English
Conflict of Interest
In relation to this article, we declare that there is no conflict of interest.
Publication history
Received March 14, 2007
Accepted July 23, 2007
articles This is an Open-Access article distributed under the terms of the Creative Commons Attribution Non-Commercial License (http://creativecommons.org/licenses/bync/3.0) which permits unrestricted non-commercial use, distribution, and reproduction in any medium, provided the original work is properly cited.
Copyright © KIChE. All rights reserved.

All issues

Performance evaluation and mathematical modelling of granular activated carbon biofiltration in wastewater treatment

Faculty of Engineering, University of Technology Sydney (UTS), P.O. Box 123, Broadway, NSW 2007, Australia 1Faculty of Applied Chemistry, Chonnam National University, Gwangju 500-757, Korea 2School of Natural Sciences, Univ of Western Sydney, Australia
s.vigneswaran@uts.edu.au
Korean Journal of Chemical Engineering, March 2008, 25(2), 259-267(9)
https://doi.org/10.1007/s11814-008-0046-x
downloadDownload PDF

Abstract

Biological filtration is an effective technique for removing organic matter from wastewater. The performance of a biofilter can be influenced by a range of operational conditions. In this study the performance of biofilters was investigated for the influence of filter media depth, influent concentrations, filtrations rates and backwashing. The results show that performance of GAC filters decreased with shallower filter bed depths. In addition, the GAC performed better at lower influent concentration and lower filtration rates. The daily backwash adopted to avoid the physical clogging of the biofilter did not have any significant effect on the organic removal efficiency of the filter. The concentration, activity and characteristics of the biomass are quantified and described. A mathematical model was developed to simulate the organic removal of the GAC biofiltration system. The performance of the GAC filter under different influent organic concentration levels, filtration rates and filter bed depths was adequately simulated by the mathematical model developed for this study.

References

Eikebrokk B, Thorsen T, AWWA/AWQC workshop, Berlin, Germany (2001)
Clark RM, Boutin BK, Controlling disinfection by-products and microbial contaminant in drinking water, Ohio, USA (2001)
McKay G, Use of adsorbents for the removal of pollutants from wastewater, CRC Press, Boca Raton, FL (1996)
Rachwal AJ, Bauer MJ, Comparisons between slow sand and high rate biofiltration in advances in slow sand and alternative biological filtration, Chichester, UK (1996)
Dussert BW, Tramposch WG, Impact of support media and properties on the biological treatment of drinking water. In advances in slow sand and alternative biological filtration, Chichester, UK (1996)
Ikemoto RY, Komori TJ, Water & Environ. Tech., 1(1), 7 (2003)
Carlson KH, Amy GL, Ozone-induced biodegradation and removal of NOM and ozonation by-products in biological filters. Advances in slow sand and alternative biological filtration, Chichester, UK (1996)
Daifullah AA, Girgis BS, Colloids Surf. A: Physicochem. Eng. Asp., 235(1-3), 1 (2004)
Seo GY, Suzuki Y, Desali, India, 106, 39 (1996)
Chaudhary DS, Adsorption: filtration hybrid system in wastewater treatment and reuse, Ph.D Thesis, University of Technology, Sydney, Australia (2003)
Hoang TTL, Granular activated carbon (GAC) biofilter in water and wastewater treatment, Master Thesis, University of Technology, Sydney, Australia (2005)
Dlamini AM, Microbial biopolymers from whey; production & applications, PhD Thesis, University of Western Sydney, Australia (1997)
Chaudhary DS, Vigneswaran S, Ngo HH, IWA international conference, New Delhi, India (2002)
Hozalski RM, Removal of biodegradable organic matter in drinking water biofilter: Experimental studies and model development, Maryland, USA (1996)
Ganesh R, Ramanujam RA, International conference on advances in industrial wastewater treatment, Chennai, India (2005)
Wang JZ, Ame. Water Works Assoc., 87(2), 55 (1995)
Servais P, Billen G, Bouillot P, Environ. Eng., 120, 888 (1994)
Bitton G, Wastewater microbiology, New Jersey, USA (2005)
Shim WG, Chaudhary DS, Vigneswaran S, Ngo HH, Lee JW, Moon H, Korean J. Chem. Eng., 21(1), 212 (2004)
Andrews GF, Tien C, AIChE J., 27, 396 (1981)
Alonso C, Suidan MT, Sorial GA, Smith FL, Biswas P, Smith PJ, Brenner RC, Biotechnol. Bioeng., 54, 583 (1997)
Alonso C, Suidan MT, Kim BR, Kim BJ, Environ. Sci. Technol., 32, 3118 (1998)
Lu P, Huck PM, AWWA water quality technology conference, Miami, USA (1993)
Ahmad R, Amirtharajah A, J. Am. Water Works Assoc., 90, 74 (1998)
Hozalski RM, Bouwer EJ, Water Res., 1, 198 (2000)
Chang HT, Rittmann BE, Environ. Sci. Technol., 21, 273 (1987)
Chang HT, Rittmann BE, Environ. Sci. Technol., 21, 280 (1987)

The Korean Institute of Chemical Engineers. F5,119, Anam-ro, Seongbuk-gu, Seoul, Republic of Korea
TEL. No. +82-2-458-3078FAX No. +82-507-804-0669E-mail : kiche@kiche.or.kr

Copyright (C) KICHE.all rights reserved.

- Korean Journal of Chemical Engineering 상단으로