Technical Papers
Feb 5, 2016

Analytical Determination of the Baffle Factor for Disinfection Contact Systems Based on Hydraulic Analysis, Disinfection Kinetics, and Ct Tables

Publication: Journal of Environmental Engineering
Volume 142, Issue 7

Abstract

The Surface Water Treatment Rule (SWTR) specifies the Ct (disinfectantconcentration×time) calculation as the means by which disinfection efficacy, and therefore compliance, is determined. Baffle factors are used to scale the theoretical residence time of the water in a vessel to obtain the amount of time used for the Ct calculation. The baffle factor formulation has been left to guidance and has been a topic of discussion. In this work, an extended baffle factor formulation is developed using disinfection contact system performance models that incorporate the methods imposed by and built into the SWTR. The performance models are based on chemical reactor analyses that have been validated extensively in the literature. A comparison made between the extended baffle factor formulation and methods that use hydraulic considerations alone shows that failing to account for the entire residence time distribution and disinfection kinetics can lead to significant errors. The result of this work is a baffle factor formulation that is compliant with the SWTR and is useful for troubleshooting utilities experiencing disinfection inadequacy or high levels of disinfection byproducts.

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Acknowledgments

This publication was supported by Environmental Health Specialist Network (EHS-Net) cooperative agreement number 5UE2EH000701 from the Centers for Disease Control and Prevention. Its contents are solely the responsibility of the authors and do not necessarily represent the official views of the Centers for Disease Control and Prevention. The authors would like to thank Teresa Boepple-Swider, P.E., Kevin Kenyon, P.E., and N. Scott Alderman, Ph.D., of the New York State Department of Health (NYSDOH) Bureau of Water Supply Protection and John Strepelis, P.E., New York State Department of Health, Central Regional Office, for their review.

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Go to Journal of Environmental Engineering
Journal of Environmental Engineering
Volume 142Issue 7July 2016

History

Received: Aug 24, 2015
Accepted: Nov 4, 2015
Published online: Feb 5, 2016
Published in print: Jul 1, 2016
Discussion open until: Jul 5, 2016

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John D. Paccione, Ph.D. [email protected]
P.E.
Public Health Engineer, New York State Dept. of Health, Empire State Plaza-Corning Tower, 11th Floor, Albany, NY 12237; Assistant Professor, Dept. of Environmental Health Sciences, Univ. at Albany, School of Public Health, One University Place, Rensselaer, NY 12144 (corresponding author). E-mail: [email protected]
David M. Follansbee, Ph.D.
P.E.
Formerly, Research Intern, New York State Dept. of Health, Empire State Plaza-Corning Tower, 11th Floor, Albany, NY 12237.
Pamela L. Young, Ph.D.
Research Scientist and Section Chief, New York State Dept. of Health, Empire State Plaza-Corning Tower, 11th Floor, Albany, NY 12237.
David M. Dziewulski, Ph.D.
Research Scientist, New York State Dept. of Health, Empire State Plaza-Corning Tower, 11th Floor, Albany, NY 12237; Associate Research Professor, Dept. of Environmental Health Sciences, Univ. at Albany, School of Public Health, One University Place, Rensselaer, NY 12144.

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