Technical Papers
Feb 14, 2019

Decay Kinetics of Chlorite under Simulated Distribution System Conditions

Publication: Journal of Environmental Engineering
Volume 145, Issue 4

Abstract

Nitrification of chloraminated water in distribution systems, particularly in summer time, is a serious problem for some utilities because nitrifying bacteria deplete residual chloramine, allowing the growth of other bacteria. Some water utilities have proposed adding chlorite (ClO2) to inhibit the nitrifying bacteria responsible for this process. However, chlorite is suspected to degrade due to reaction with chloramine, and the reaction kinetics is poorly understood. In this study, we investigate parameters such as dissolved organic carbon, chloramine, pH, and temperature that might influence the decay of chlorite in synthetic and finished chloraminated water from Louisville Water Company. Our results showed that in the absence of chloramines, chlorite is stable under typical distribution system conditions (buffered water at pH of 7–9; temperature between 15°C and 35°C; and in the presence of natural organic matter, ammonia, nitrite, and nitrate). However, under these same conditions chlorite decays if chloramines are also present; chlorite and chloramines both degrade in the presence of the other, reducing the effective disinfectant residual in the system. An empirical model was developed to show the dependence of chlorite decay on chloramine concentrations and other environmental conditions. Utilities can use the model as a guide for the chlorite feed concentration and estimation of the chlorite decay in the distribution system.

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Acknowledgments

The authors would like to acknowledge the East-West Center at the University of Hawaii, who provided a graduate degree fellowship for the first author, and the Louisville Water Company for providing laboratory facilities and all other support.

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Go to Journal of Environmental Engineering
Journal of Environmental Engineering
Volume 145Issue 4April 2019

History

Received: Mar 26, 2018
Accepted: Aug 8, 2018
Published online: Feb 14, 2019
Published in print: Apr 1, 2019
Discussion open until: Jul 14, 2019

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Mongkolaya Rungvetvuthivitaya, Ph.D.
Manager, Eastern Water Resources Development and Management Public Co., Ltd., East Water Bldg., 23rd–26th Floors, No. 1 Soi Vipavadeerangsit 5, Jomphol, Chatuchak, Bangkok 10900, Thailand; formerly, Graduate Student, Dept. of Civil and Environmental Engineering and Water Resources Research Center, Univ. of Hawaii, 2540 Dole St., Holmes Hall 283, Honolulu, HI 96822.
Rengao Song, Ph.D.
Director, Water Quality and Research, Louisville Water Company, John L. Huber Bldg., 550 South Third St., Louisville, KY 40202.
Mark Campbell
Senior Scientist, Louisville Water Company, John L. Huber Bldg., 550 South Third St., Louisville, KY 40202.
Eric Zhu, Ph.D.
Manager, Water Research and Development, Louisville Water Company, John L. Huber Bldg., 550 South Third St., Louisville, KY 40202.
Tian C. Zhang, Ph.D., F.ASCE
Professor, Dept. of Civil Engineering, Univ. of Nebraska, Lincoln, NE 68588.
Chittaranjan Ray, Ph.D., F.ASCE [email protected]
Director, Nebraska Water Center and Professor of Civil Engineering, Univ. of Nebraska, Lincoln, NE 68588; formerly, Professor, Dept. of Civil and Environmental Engineering and Interim Director, Water Resources Research Center, Univ. of Hawaii, Manoa, 2540 Dole St., Holmes Hall 283, Honolulu, HI 96822 (corresponding author). Email: [email protected]

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