DocumentCode :
3335070
Title :
Notice of Retraction
Inactivation Kinetics of Adsorptive Bacteria with Free Chlorine in GAC Treatments
Author :
Wang Leilei ; Chen Wei ; Lin Tao
Author_Institution :
Shanghai Municipal Eng. Design Gen. Inst., Shanghai, China
fYear :
2011
fDate :
10-12 May 2011
Firstpage :
1
Lastpage :
5
Abstract :
Notice of Retraction

After careful and considered review of the content of this paper by a duly constituted expert committee, this paper has been found to be in violation of IEEE´s Publication Principles.

We hereby retract the content of this paper. Reasonable effort should be made to remove all past references to this paper.

The presenting author of this paper has the option to appeal this decision by contacting TPII@ieee.org.

The documented release of carbon fines from granular activated carbon (GAC) filters has high resistance to chlorination and may adsorb plentiful bacteria through the disinfection barrier. But it is not known the course of resistance and primary and secondary influencing factors. Using response surface analysis and numerical model, we determined the optimal levels of the main factors and detected the disinfection efficiencies and kinetic inactivation models of attached bacteria and fines. Under the optimal conditions, the disinfection efficiencies increased from 40-50% to 89%. Largest disinfection efficiencies were obtained at mild particles level (200 CNT/ml) and disinfection efficiencies (1.507 mg·L-1). The prolong time of the chlorine contact time had almost no effect on the disinfection efficiencies. Using two-parameter dynamic model, the main reaction constants of chlorination were determined. And the reaction of chlorine was the first order reaction (n=1) with rate constant k2 of 0.6897. Average reaction activation energy with chlorine was only 15.048kJ/mol. The appropriate disinfection range of HOCl was at pH6.5-7.8 for adsorptive bacteria. The results showed that under the conditions of conventional water treatment, the action of chlorine dosing to control adsorptive bacteria in GAC effluent was limited.
Keywords :
activated carbon; microorganisms; response surface methodology; water quality; GAC effluent; GAC treatments; adsorptive bacteria; average reaction activation energy; carbon fines; chlorination; chlorine contact time; chlorine dosing; disinfection barrier; disinfection efficiencies; free chlorine; granular activated carbon filters; inactivation kinetics; kinetic inactivation models; numerical model; response surface analysis; two-parameter dynamic model; Carbon; Effluents; Immune system; Kinetic theory; Microorganisms; Response surface methodology; Water resources;
fLanguage :
English
Publisher :
ieee
Conference_Titel :
Bioinformatics and Biomedical Engineering, (iCBBE) 2011 5th International Conference on
Conference_Location :
Wuhan
ISSN :
2151-7614
Print_ISBN :
978-1-4244-5088-6
Type :
conf
DOI :
10.1109/icbbe.2011.5780943
Filename :
5780943
Link To Document :
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