Comparison on Permanganate and Ozone as Pre-Oxidation Agents

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Abstract:

Comparative study on permanganate and ozone as pre-oxidation agents were performed on pilot scale with traditional drinking water treatment process, chemical oxygen demand (COD), total organic carbon (TOC), UV254, turbidity, trihalomethane formation potential (THMFP) were examined at each reactor’s effluent. The results show that at pre-oxidation reactor, the total organic remained stable after by the two agents, while for UV254, pre-ozonation has a removal rate of 34%, comparing that of 17% by permanganate. At the sedimentation process, 0.4 mg/L permanganate improves the removal rate of turbidity and COD by 0.99 % and 8.4%, respectively; while a positive COD removal of 11.8 % was achieved by 0.9 mg/L pre-ozonation, and an average of-10.08% turbidity removal was achieved at applied dosage (0.5, 0,9 and 1.5 mg/L), which can be made up for in the followed sand filtration reactor. Both permanganate and pre-ozonation show higher removal rate of THMFP for the finished water.

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Advanced Materials Research (Volumes 955-959)

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3408-3413

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June 2014

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© 2014 Trans Tech Publications Ltd. All Rights Reserved

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[1] P. C. Singer. Control of Disinfection By-Products in Drinking Water. J. Environ. Eng. 120, SPECIAL ISSUE: DRINKING WATER, 727–744. (1994).

DOI: 10.1061/(asce)0733-9372(1994)120:4(727)

Google Scholar

[2] G. R. Xu, G. B. Li, J. Ma, and Z. L. Chen. Enhanced coagulation with composite permanganate pretreatment in polluted water treatment. Drinking Water Treatment, Supply and Management in Asia (IWA-ASPIRE 2005). 6(2) , 177-184. (2006).

DOI: 10.2166/ws.2006.067

Google Scholar

[3] H. Liang, W. J. Gong, Z. L. Chen, J. Y. Tian, L. Qi, and G. B. Li. Effect of chemical preoxidation coupled with in-line coagulation as a pretreatment to ultrafiltration for algae fouling control. DESALINATION AND WATER TREATMENT. 9(1-3), 241-245. (2009).

DOI: 10.5004/dwt.2009.809

Google Scholar

[4] X. Yang, J. Peng, B. Chen, W. Guo, Y. Liang, W. Liu, L. Liu. Effects of ozone and ozone/peroxide pretreatments on disinfection byproduct formation during subsequent chlorination and chloramination. Journal of Hazardous Materials. 239-240, 348-354(2012).

DOI: 10.1016/j.jhazmat.2012.09.006

Google Scholar

[5] J. Derco, M. Valickova, K. Silharova, J. Dudas, and A. Luptakova. Removal of selected chlorinated micropollutants by ozonation. Chemical Papers. 67 (12), 1585–1593. (2013).

DOI: 10.2478/s11696-013-0324-x

Google Scholar

[6] K. Ikehata, L. Wang, M. B. Nessl, A. T. Komor, W. J. Cooper, and R. R. McVicker. Effect of Ammonia and Chloramine Pretreatment during the Ozonation of a Colored Groundwater with Elevated Bromide. Ozone: Science & Engineering: The Journal of the International Ozone Association. 35: 6, 438-447. (2013).

DOI: 10.1080/01919512.2013.815105

Google Scholar