Abstract
The Surface Water Treatment Rule (SWTR) specifies the () 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 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.
References
Benjamin, M. M., and Lawler, D. F. (2013). Water quality engineering: Physical/chemical treatment processes, 1st Ed., Wiley, Hoboken, NJ.
Buffham, B. A., and Gibilaro, L. G. (1968). “A generalization of the tanks-in-series mixing model.” Am. Inst. Chem. Eng. J., 14(5), 805–806.
Butterfield, C. T., Wattie, E., and Megregian, S. C. W. C. (1943). “Influence of pH and temperature on the survival of coliform and enteric pathogens when exposed to free chlorine.” Publ. Health Rep., 58(51), 1837–1866.
Chick, H. (1908). “An investigation of the laws of disinfection.” J. Hyg., 8(1), 92–158.
Cholette, A., and Cloutier, L. (1959). “Mixing efficiency determinations for continuous flow systems.” Can. J. Chem. Eng., 37(3), 105–112.
Clark, M. M. (1996). Transport modeling for environmental engineers and scientists, Wiley, Hoboken, NJ.
Clark, R. M., and Regli, S. (1991). “The basis for Giardia values in the Surface Water Treatment Rule: Inactivation by chlorine.” Guidance manual for compliance with the filtration and disinfection requirements for public water systems using surface water sources, U.S. Environmental Protection Agency, Washington, DC.
Clark, R. M., Regli, S., and Black, D. A. (1988). “Inactivation of Giardia lamblia by free chlorine: A mathematical model.” AWWA Water Quality Technology Conf., American Water Works Association, St. Louis.
COMSOL [Computer software]. COMSOL, Burlington, MA.
Crozes, G. F., Hagstrom, J. P., Clark, M. M., Ducoste, J., and Bueus, C. (1999). “Improving clearwell design for CT compliance.” AWWA Research Foundation and American Water Works Association, Denver.
Ducoste, J., Carlson, K., and Bellamy, W. (2001). “The integrated disinfection design framework approach to reactor hydraulics characterization.” J. Water Supply Res. Technol.-AQUA, 50(4), 245–261.
Fogler, H. S. (1974). The elements of chemical kinetics and reactor calculations, A self-paced approach, Prentice-Hall, Englewood Cliffs, NJ.
Haas, C. N., Joffe, J., Heath, M. S., and Jacangelo, J. (1997). “Continuous flow residence time distribution function characterization.” J. Environ. Eng., 107–114.
Lawler, D. L., and Singer, P. C. (1993). “Analyzing disinfection kinetics and reactor design: A conceptual approach versus the SWTR.” J. Am. Water Works Assoc., 85(11), 67–76.
Levenspiel, O. (1999). Chemical reaction engineering, Wiley, Hoboken, NJ.
Morrill, A. B. (1932). “Sedimentation basin research and design.” J. Am. Water Works Assoc., 24(9), 1442–1463.
Nauman, E. B. (1987). Chemical reactor design, Wiley, Hoboken, NJ.
Nauman, E. B. (2008a). Chapter 5, Chemical reactor design, optimization, and scaleup, Wiley, Hoboken, NJ, 544–546.
Nauman, E. B. (2008b). “Residence time theory: A review.” Ind. Eng. Chem. Res., 47(10), 3752–3766.
Nauman, E. B., and Buffham, B. (1983). Mixing in continuous flow systems, Wiley, Hoboken, NJ.
Teefy, S. M., and Singer, P. C. (1990). “Performance and analysis of tracer tests to determine compliance of a disinfection scheme with the SWTR.” J. Am. Water Works Assoc., 82(12), 88–98.
Teixeira, E. C., and Siqueira, R. D. N. (2008). “Performance assessment of hydraulic efficiency indexes.” J. Environ. Eng., 851–859.
U.S. EPA. (1989). “Surface water treatment rule.”, Washington, DC.
U.S. EPA. (1991). Guidance manual for compliance with filtration and disinfection requirements for public water systems using surface water sources, Washington, DC.
U.S. EPA. (1998). “National primary drinking water regulations disinfectants and disinfection byproducts.”, Washington, DC.
U.S. EPA. (1999). “Disinfection profiling and benchmarking guidance manual.”, Washington, DC.
Watson, H. E. (1908). “A note on the variation of the rate of disinfection with change in the concentration of the disinfectant.” J. Hyg., 8(4), 536–542.
Wilson, J. M., and Venayagamoorthy, S. K. (2010). “Evaluation of hydraulic efficiency of disinfection systems based on residence time distribution curves.” Environ. Sci. Technol., 44(24), 9377–9382.
Wolf, D., and Resnick, W. (1963). “Residence time distribution in real systems.” Ind. Eng. Chem. Fundam., 2(4), 287–293.
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© 2016 American Society of Civil Engineers.
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
ASCE Technical Topics:
- Baffles (hydraulic)
- Continuum mechanics
- Disinfection
- Dynamics (solid mechanics)
- Engineering mechanics
- Environmental engineering
- Hydraulic engineering
- Hydraulic networks
- Hydraulic structures
- Hydraulics
- Inertia
- Kinetics
- Residence time
- Solid mechanics
- Statics (mechanics)
- Surface water
- Water (by type)
- Water and water resources
- Water management
- Water treatment
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