Technical Papers
Dec 14, 2015

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 (AOXo) and after 24 h contact time with residual disinfectant (AOX24h) for 10 samples obtained from 7 drinking water treatment plants (WTPs) that employ chlorine-based disinfectants. AOXo ranged from 0.75 to 7.60 μM (26.2266.0μgCl/L) and increased by up to 170% after 24 h contact time. The results were also compared with AOX formation potential (AOXFP) measured in the laboratory for the samples collected prior to disinfection at the same WTPs. In general, AOX24h and AOXFP values varied by less than ±20%. 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 AOXFP was assessed across the seven WTPs. On average, coagulation removed 67±7% of AOXFP across the WTPs, while dual media filtration did not substantially remove AOXFP. The effect of ozone on AOXFP varied between WTPs, while biological activated carbon filtration removed 33±13% AOXFP. The ratio of known versus unknown AOXFP 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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Go to Journal of Environmental Engineering
Journal of Environmental Engineering
Volume 142Issue 3March 2016

History

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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Maria José Farré, Ph.D. [email protected]
Advanced Water Management Centre (AWMC), Univ. of Queensland, St Lucia, QLD 4072, Australia; and Catalan Institute for Water Research (ICRA), Technological Park of the Univ. of Girona, 17003 Girona, Spain (corresponding author). E-mail: [email protected]; [email protected]
Bonnie Lyon, Ph.D. [email protected]
Dept. of Civil and Environmental Engineering, Tufts Univ., Medford, MA 02155; and Advanced Water Management Centre (AWMC), Univ. of Queensland, St Lucia, QLD 4072, Australia. E-mail: [email protected]
Glen A. de Vera [email protected]
Advanced Water Management Centre (AWMC), Univ. of Queensland, St Lucia, QLD 4072, Australia. E-mail: [email protected]
Daniel Stalter, Ph.D. [email protected]
National Research Centre for Environmental Toxicology (Entox), Univ. of Queensland, Brisbane, QLD 4108, Australia; and The Swiss Federal Institute of Aquatic Science and Technology (EAWAG), 8600 Dübendorf, Switzerland. E-mail: [email protected]
Wolfgang Gernjak, Ph.D. [email protected]
Advanced Water Management Centre (AWMC), Univ. of Queensland, St Lucia, QLD 4072, Australia; and Catalan Institute for Water Research (ICRA), Technological Park of the Univ. of Girona, 17003 Girona, Spain. E-mail: [email protected]; [email protected]

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