Assessing Adsorbable Organic Halogen Formation and Precursor Removal during Drinking Water Production
Publication: Journal of Environmental Engineering
Volume 142, Issue 3
Abstract
Adsorbable organic halogens (AOX) were measured at the outlet () and after 24 h contact time with residual disinfectant () for 10 samples obtained from 7 drinking water treatment plants (WTPs) that employ chlorine-based disinfectants. ranged from 0.75 to 7.60 μM () and increased by up to 170% after 24 h contact time. The results were also compared with AOX formation potential () measured in the laboratory for the samples collected prior to disinfection at the same WTPs. In general, and values varied by less than . A suite of disinfection byproducts (DBPs) were individually measured to elucidate the AOX composition. Trihalomethanes and haloacetic acids explained the largest fraction of AOX; however, the percentage of AOX not accounted for by measured DBPs varied greatly between samples (14.5–62.0%). Additionally, the fate of was assessed across the seven WTPs. On average, coagulation removed of across the WTPs, while dual media filtration did not substantially remove . The effect of ozone on varied between WTPs, while biological activated carbon filtration removed . The ratio of known versus unknown did not change across the WTPs.
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Acknowledgments
This study was funded by a tailored collaboration with Seqwater (Australia) and Water Research Foundation (Project WRF 4484). Glen De Vera is grateful to the AusAID Ph.D. scholarship. Dr. Maria Jose Farre wishes to acknowledge the European Commission for funding Project 623711 under the FP7-PEOPLE-2013-IIF, Marie Curie International Incoming Fellowships, and Dr. Wolfgang Gernjak acknowledges funding obtained from the Spanish government for a Ramon y Cajal Research Fellowship (RYC-2012-12181). Daniel Stalter would like to acknowledge funding received through a Marie Curie International Outgoing Fellowship within the 7th European Community Framework Program (PIOF-GA-2012-329169). The authors would also like to thank Marion Revalor from the Advanced Water Management Centre for her help with sampling and laboratory analysis and Deb Gale and other Seqwater staff who were involved in the sampling at treatment plants.
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© 2015 American Society of Civil Engineers.
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Received: Mar 2, 2015
Accepted: Jul 14, 2015
Published online: Dec 14, 2015
Published in print: Mar 1, 2016
Discussion open until: May 14, 2016
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