TECHNICAL PAPERS
May 1, 2005

Treatment and Distribution System Effects on Chloramine Decay, pH, Nitrification, and Disinfection By-Products: Case Study1

Publication: Journal of Water Resources Planning and Management
Volume 131, Issue 3

Abstract

The Massachusetts Water Resources Authority (MWRA) supplies wholesale unfiltered surface water to 2.2 million people in 43 communities, including Boston. Current MWRA treatment consists of adding hypochlorite for primary disinfection, soda ash and carbon dioxide for corrosion control, hydrofluosilicic (hexafluosilicic) acid for fluoride treatment, and hypochlorite and ammonia for maintaining distribution system residuals. The new Walnut Hill water treatment plant, scheduled to come on line in early 2005, will consolidate current treatment facilities under one roof and use ozone instead of hypochlorite as the primary disinfectant. It was observed from distribution system monitoring and bench-test results that the decay of chloramines was affected by prechlorination. The decay of chloramines released ammonia for subsequent nitrification. Complete nitrification and subsequent denitrification at current target alkalinity and combined chlorine levels affected pH. Increased microbiological activity associated with nitrification also decreased haloacetic acid concentrations. Bench and pilot tests indicate that the use of ozone will increase the rate of chloramine decay and will affect pH stability. Ozonation of natural organic matter produces organic acids, which typically decreases the pH in bottle tests. Results from a pilot plant, set up to simulate the new treatment plant with old cast-iron pipes simulating the distribution system, indicate that corrosion and biological activity inside the pipe have major impacts on water quality and that pipe surface reactions often cause pH to increase.

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Acknowledgments

Robert Moses faithfully collected the weekly samples and performed the field measurements. Peter Green performed bacterial testing and recorded much of the water quality data. The Division of Laboratory Services of MWRA performed all the chemical analyses. This article represents the opinions of the authors and not those of the Massachusetts Water Resources Authority.

References

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Published In

Go to Journal of Water Resources Planning and Management
Journal of Water Resources Planning and Management
Volume 131Issue 3May 2005
Pages: 201 - 207

History

Received: Aug 31, 2004
Accepted: Dec 23, 2004
Published online: May 1, 2005
Published in print: May 2005

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Notes

Portions of the manuscript were presented at the 2004 World Water and Environmental Resources Congress in Salt Lake City, Utah.

Authors

Affiliations

Windsor Sung, M.ASCE [email protected]
P.E.
Program Manager, MWRA 260 Boston Rd., Southborough, MA 01772. E-mail: [email protected]
Xin (Cindy) Huang [email protected]
Graduate Student, Civil and Environmental Engineering, Northeastern Univ., Boston, MA 02115. E-mail: [email protected]
Irvine W. Wei [email protected]
Associate Professor, Civil and Environmental Engineering, Northeastern Univ., Boston, MA 02115. E-mail: [email protected]

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