TECHNICAL NOTES
Mar 14, 2003

Incorporating Reservoir Transfer into Treatment Optimization Decisions

Publication: Journal of Environmental Engineering
Volume 129, Issue 4

Abstract

The Massachusetts Water Resources Authority (MWRA) supplies unfiltered water from two large surface water reservoirs to the metropolitan Boston area, as well as to three smaller communities in central Massachusetts [the Chicopee Valley Aqueduct (CVA) communities]. Quabbin Reservoir is larger than Wachusett Reservoir, and has traditionally been used to supplement the Wachusett during the summer period. Quabbin water is also of better quality, with lower reactive natural organic matter (NOM). The MWRA began to add chlorine at Wachusett in 1997, and a new facility for adding chlorine at Quabbin for the CVA was also started up in 2000 to meet primary disinfection regulations to meet pathogen inactivation. The reaction of chlorine with NOM produces undesirable disinfection by-products (DBPs). The absorption of ultraviolet light at a wavelength of 254 nm was identified in chlorine decay studies to be the most important raw water quality parameter for predicting chlorine decay and DBP formation. This technical note summarizes the chlorine decay model for Wachusett and Quabbin water. The model is extended to ozonation of Wachusett water for the future Walnut Hill treatment plant. The models allowed the development of a trigger using UV-254 to time the Quabbin transfer to optimize treatment results. It is believed that the model for disinfectant decay and the use of UV-254 as a trigger for water treatment decisions are generalized and applicable to other water utilities.

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References

American Public Health Association. (2000). Standard methods for the examination of water and wastewater, 20th Ed., AWWA, and WEF, Washington, D.C.
Eaton, A.(1995). “Measuring UV-absorbing organics: A standard method.” J. Am. Water Works Assoc., 87(2), 86.
Li, C. W., Benjamin, M. M., and Korshin, G. V.(2000). “Use of UV spectroscopy to characterize the reaction between NOM and free chlorine.” Environ. Sci. Technol., 34(12), 2570.
Li, C. W., Korshin, G. V., and Benjamin, M. M.(1998). “Monitoring DBP formation with differential UV spectroscopy.” J. Am. Water Works Assoc., 90(8), 88.
Sung, W., Levenson, J., Toolan, T., and O’Day, D. K.(2001). “Chlorine decay kinetics of Wachusett Reservoir water.” J. Am. Water Works Assoc., 93(11), 101.
Sung, W., Reilley-Matthews, B., O’Day, D. K., and Horrigan, K.(2000). “Modeling DBP formation.” J. Am. Water Works Assoc., 92(5), 53.
Sung, W., Parks, C., Reilley-Matthews, B., and Pinsky, D.(2002). “Chlorine dosing at the Ware Disinfection Facility, Civil Engineering Practice.” J. Boston Soc. Civ. Eng., 16(2), 51.

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Published In

Go to Journal of Environmental Engineering
Journal of Environmental Engineering
Volume 129Issue 4April 2003
Pages: 377 - 381

History

Received: Aug 21, 2001
Accepted: Jun 17, 2002
Published online: Mar 14, 2003
Published in print: Apr 2003

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Authors

Affiliations

Windsor Sung
Program Manager, Massachusetts Water Resources Authority, 260 Boston Rd., Southborough, MA 01772.

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