TECHNICAL PAPERS
Aug 15, 2002

Facility Location Model for Booster Disinfection of Water Supply Networks

Publication: Journal of Water Resources Planning and Management
Volume 128, Issue 5

Abstract

Secondary or postdisinfection is widely used to maintain protective levels of disinfectant within water distribution systems. In contrast to conventional methods that apply disinfectant only at the treatment works, booster disinfection reapplies disinfectant at strategic locations within the distribution system to compensate for the losses that occur as it decays over time. Building on the writers’ previous work, this paper addresses the problem of locating disinfectant booster stations that minimize the dosage required to maintain residuals throughout the supply network, and introduces a useful parameterization for disinfectant source types. The model is related to the general fixed-charge facility location problem and is formulated as a mixed integer linear programming problem. Results for an example network show that disinfectant dosage savings are achievable with the adoption of booster disinfection, and that the rate of savings decreases as the number of booster stations utilized increases. Furthermore, booster disinfection may provide a more even distribution of disinfectant concentrations throughout the network, and has the potential to reduce aggregate exposure of the population to chlorine (and its by-products) while simultaneously improving residual coverage in the periphery of the distribution system.

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References

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Go to Journal of Water Resources Planning and Management
Journal of Water Resources Planning and Management
Volume 128Issue 5September 2002
Pages: 322 - 333

History

Received: Aug 16, 2000
Accepted: Aug 21, 2001
Published online: Aug 15, 2002
Published in print: Sep 2002

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Authors

Affiliations

Michael E. Tryby
Graduate Research Assistant, Dept. of Civil Engineering, P.O. Box 7908, North Carolina State Univ., Raleigh, NC 27695-7908.
Dominic L. Boccelli
Graduate Research Assistant, Dept. of Civil and Environmental Engineering, 5000 Forbes Ave., Carnegie Mellon Univ., Pittsburgh, PA 15213.
James G. Uber
Associate Professor, Dept. of Civil and Environmental Engineering, P.O. Box 210071, Univ. of Cincinnati, Cincinnati, OH 45221-0071.
Lewis A. Rossman
Environmental Scientist, Water Supply and Water Resources Division, Risk Reduction Engineering Laboratory (RREL), U.S. Environmental Protection Agency, 26 West Martin Luther King Dr., Cincinnati, OH 45268.

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