Technical Papers
Sep 14, 2015

Effect of High Chloride Concentrations on Microbial Regrowth in Drinking Water Distribution Systems

Publication: Journal of Environmental Engineering
Volume 142, Issue 2

Abstract

This study was designed to identify the effects of variable concentrations of chloride on microbial regrowth, disinfection efficacy, and metal release in drinking water distribution systems. Annular reactors (ARs) containing cast iron or polycarbonate coupons were operated in this study to simulate distribution systems. Experiments were conducted with test water containing chloride concentrations of 10, 75, and 250mg/L. Chlorine disinfection was applied to achieve 0.2 and 1.0mg/L free chlorine residuals. Results showed that the ARs operated with elevated chloride concentrations were not significantly different from the ARs operated with low chloride concentrations in terms of microbial regrowth. However, there was a significant increase in iron concentrations after chlorination in the high chloride ARs. Further, more iron release was observed in these ARs at 1.0mg/L compared to 0.2mg/L chlorine residual. Higher chlorine doses were required to achieve goal residuals for those ARs with higher chloride concentration in cast iron systems. However, in polycarbonate systems, similar doses of chlorine were required to achieve the target free chlorine residual in both low-chloride and high-chloride ARs.

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Acknowledgments

The authors would like to thank the National Sciences and Engineering Research Council of Canada (NSERC) and the A.D. Foulis Chair in Engineering program at Acadia University.

References

Allen, M. J., Edberg, S. C., and Reasoner, D. J. (2004). “Heterotrophic plate count bacteria—What is their significance in drinking water?” Int. J. Food Microbiol., 92(3), 265–274.
Anderson, L., and Walsh, M. E. (2012). “Evaluation of temperature impacts on drinking water treatment efficacy of magnetic ion exchange and enhanced coagulation.” J. Water Supply: Res. Technol.-AQUA, 61(7), 403–412.
APHA (American Public Health Association), American Water Works Association and Water Environment Federation. (2012). Standard methods for the examination of water and wastewater, 22nd Ed., Washington, DC.
AWWA (American Water Works Association). (1999). Water quality and treatment, 5th Ed., McGraw-Hill, New York.
Bolto, B., Dixon, D., Eldridge, R., King, S., and Linge, K. (2002). “Removal of natural organic matter by ion exchange.” Water Res., 36(20), 5057–5065.
Boyer, T. H., and Singer, P. C. (2007). “Stoichiometry of removal of natural organic matter by ion exchange.” Environ. Sci. Technol., 42(2), 608–613.
Bursill, D. (2001). “Drinking water treatment-understanding the processes and meeting the challenges.” Water Sci. Technol.-Water Supply, 1(1), 1–8.
Camper, A. K. (1995). “Factors influencing biofilm growth in drinking water distribution systems.” Ph.D. dissertation, Montana State Univ., Bozeman, MT.
Camper, A. K. (1996). Factors limiting microbial growth in the distribution system laboratory and pilot-scale experiments, American Water Works Association Research Foundation (AWWARF Publication), Denver.
Camper, A. K., Brastrup, K., Sandvig, A., Clement, J., Spencer, C., and Capuzzi, A. J. (2003). “Effect of distribution system materials on bacterial regrowth.” J. Am. Water Works Assoc., 95(7), 107–121.
Cantwell, R. (2005). Impact of chlorine dioxide on transmission, treatment, and distribution system performance, American Water Works Association, Denver.
Crittenden, J. C., Trussell, R. R., Hand, D. W., Howe, K. J., and Tchobanoglous, G. (2012). MWH’s water treatment: Principles and design, Wiley, Chichester, U.K.
Dykstra, T. S., O’Leary, K. C., Chauret, C., Andrews, R. C., and Gagnon, G. A. (2007). “Impact of UV and secondary disinfection on microbial control in a model distribution system.” J. Environ. Eng. Sci., 6(2), 147–155.
Essink, G. H. O. (2001). “Salt water intrusion in a three-dimensional groundwater system in the Netherlands: A numerical study.” Transp. Porous Media, 43(1), 137–158.
Frateur, I., Deslouis, C., Kiene, L., Levi, Y., and Tribollet, B. (1999). “Free chlorine consumption induced by cast iron corrosion in drinking water distribution systems.” Water Res., 33(8), 1781–1790.
Gagnon, G. A., O’Leary, K. C., Volk, C. J., Chauret, C., Stover, L., and Andrews, R. C. (2004). “Comparative analysis of chlorine dioxide, free chlorine, and chloramines on bacterial water quality in model distribution systems.” J. Environ. Eng., 1269–1279.
Gagnon, G. A., Rand, J. L., O’leary, K. C., Rygel, A. C., Chauret, C., and Andrews, R. C. (2005). “Disinfectant efficacy of chlorite and chlorine dioxide in drinking water biofilms.” Water Res., 39(9), 1809–1817.
Greenlee, L. F., Lawer, D. F., Freeman, B. D., Marrot, B., and Moulin, P. (2009). “Reverse osmosis desalination: Water sources, technology, and today’s challenges.” Water Res., 43(9), 2317–2348.
Hallam, N. B., West, J. R., Forster, C. F., Powell, J. C., and Spencer, I. (2002). “The decay of chlorine associated with the pipe wall in water distribution systems.” Water Res., 36(14), 3479–3488.
Hallam, N. B., West, J. R., Forster, C. F., and Simms, J. (2001). “The potential for biofilm growth in water distribution systems.” Water Res., 35(17), 4063–4071.
Health Canada. (2014). “Guidelines for Canadian drinking water quality summary table.” Water and Air Quality Bureau, Healthy Environments and Consumer Safety Branch, Health Canada, Ottawa.
Heijman, S. G. J., Van Paassen, A. M., Van der Meer, W. G. J., and Hopman, R. (1999). “Adsorptive removal of natural organic matter during drinking water treatment.” Water Sci. Technol., 40(9), 183–190.
Hwang, B. F., Magnus, P., and Jaakkola, J. J. (2002). “Risk of specific birth defects in relation to chlorination and the amount of natural organic matter in the water supply.” Am. J. Epidemiol., 156(4), 374–382.
Ishii, S. K., and Boyer, T. H. (2011). “Evaluating the secondary effects of magnetic ion exchange: Focus on corrosion potential in the distribution system.” Desalination, 274(1), 31–38.
LeChevallier, M. W., Cawthon, C. D., and Lee, R. G. (1988). “Inactivation of biofilm bacteria.” Appl. Environ. Microbiol., 54(10), 2492–2499.
Liu, H., et al. (2013). “Effects of blending of desalinated and conventionally treated surface water on iron corrosion and its release from corroding surfaces and pre-existing scales.” Water Res., 47(11), 3817–3826.
McNeill, L. S., and Edwards, M. (2001). “Iron pipe corrosion in distribution systems.” J. Am. Water Works Assoc., 93(7), 88–100.
Minitab version 16 [Computer software]. MINITAB, State College, PA.
Murphy, H. M., Payne, S. J., and Gagnon, G. A. (2008). “Sequential UV-and chlorine-based disinfection to mitigate Escherichia coli in drinking water biofilms.” Water Res., 42(8), 2083–2092.
Mutoti, G., Dietz, J. D., Arevalo, J., and Taylor, J. S. (2007). “Combined chlorine dissipation: Pipe material, water quality, and hydraulic effects.” J. Am. Water Works Assoc., 99(10), 96–106.
Niquette, P., Servais, P., and Savoir, R. (2000). “Impacts of pipe materials on densities of fixed bacterial biomass in a drinking water distribution system.” Water Res., 34(6), 1952–1956.
Novotny, E. V., Murphy, D., and Stefan, H. G. (2008). “Increase of urban lake salinity by road deicing salt.” Sci. Total Environ., 406(1), 131–144.
Ollos, P. J., Huck, P. M., and Slawson, R. M. (2003). “Factors affecting biofilm accumulation in model distribution systems.” J. Am. Water Works Assoc., 95(1), 87–97.
Pavlov, D., Wet, C. M., Grabow, W. O., and Ehlers, M. M. (2004). “Potentially pathogenic features of heterotrophic plate count bacteria isolated from treated and untreated drinking water.” Int. J. Food Microbiol., 92(3), 275–287.
Rand, J. L., et al. (2007). “A field study evaluation for mitigating biofouling with chlorine dioxide or chlorine integrated with UV disinfection.” Water Res., 41(9), 1939–1948.
Rand, J. L., Sharafimasooleh, M., and Walsh, M. E. (2013). “Effect of water hardness and pipe material on enhanced disinfection with UV light and chlorine.” J. Water Supply: Res. Technol.-AQUA, 62(7), 426–432.
Reuter, C. (2000). “Saline solutions: The quest for fresh water.” Environ. Health Perspect., 108(2), A78–A80.
Sarin, P., et al. (2004a). “Iron release from corroded iron pipes in drinking water distribution systems: Effect of dissolved oxygen.” Water Res., 38(5), 1259–1269.
Sarin, P., Snoeyink, V. L., Lytle, D. A., and Kriven, W. M. (2004b). “Iron corrosion scales: Model for scale growth, iron release, and colored water formation.” J. Environ. Eng., 364–373.
Sartory, P. D. (2004). “Heterotrophic plate count monitoring of treated drinking water in the U.K.: A useful operational tool.” Int. J. Food Microbiol., 92(3), 297–306.
Sharp, R. R., Camper, A. K., Crippen, J. J., Schneider, O. D., and Leggiero, S. (2001). “Evaluation of drinking water biostability using biofilm methods.” J. Environ. Eng., 403–410.
Shi, B., and Taylor, J. S. (2007). “Potential impact of enhanced coagulation on corrosion by-product release in a distribution system.” Desalination, 208(1), 260–268.
Spechler, R. M. (1994). “Saltwater intrusion and quality of water in the Floridan aquifer system, northeastern Florida.” U.S. Geological Survey, Tallahassee, FL.
Thunqvist, E. L. (2004). “Regional increase of mean chloride concentration in water due to the application of deicing salt.” Sci. Total Environ., 325(1), 29–37.
U.S. EPA. (1989). “40 CFR Parts 141 and 142. Drinking water; national primary drinking water regulations; filtration, disinfection; turbidity, Giardia lamblia, viruses, Legionella, and heterotrophic bacteria; final rule.” Fed. Regist., 54(124), 27486–27541.
U.S. EPA. (2010). “Source water protection practices bulletin.” 〈http://www.epa.gov/safewater/sourcewater/pubs/fs_swpp_deicinghighway.pdf〉 (Aug., 2010).
Van der Kooij, D. (2003). Biodegradable compounds and biofilm formation in water treatment and distribution, Hokkaido University Press, Sapporo, Japan.
Wang, H., Hu, C., Hu, X., Yang, M., and Qu, J. (2012). “Effects of disinfectant and biofilm on the corrosion of cast iron pipes in a reclaimed water distribution system.” Water Res., 46(4), 1070–1078.
WHO (World Health Organization). (2011). Guidelines for drinking-water quality, 4th Ed., Geneva.
Willison, H., and Boyer, T. H. (2012). “Secondary effects of anion exchange on chloride, sulfate, and lead release: Systems approach to corrosion control.” Water Res., 46(7), 2385–2394.
Zhu, Y., Wang, H., Li, X., Hu, C., Yang, M., and Qu, J. (2014). “Characterization of biofilm and corrosion of cast iron pipes in drinking water distribution system with UV/Cl2 disinfection.” Water Res., 60, 174–181.

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Published In

Go to Journal of Environmental Engineering
Journal of Environmental Engineering
Volume 142Issue 2February 2016

History

Received: Apr 5, 2015
Accepted: Jul 24, 2015
Published online: Sep 14, 2015
Published in print: Feb 1, 2016
Discussion open until: Feb 14, 2016

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Authors

Affiliations

Masoumeh Sharafimasooleh [email protected]
Ph.D. Student, Dept. of Civil and Resource Engineering, Dalhousie Univ., Halifax, NS, Canada B3H 4R2. E-mail: [email protected]
Jennie L. Rand [email protected]
Associate Professor, Ivan Curry School of Engineering, Acadia Univ., Wolfville, NS, Canada B4P 2R6 (corresponding author). E-mail: [email protected]
Margaret E. Walsh [email protected]
Associate Professor, Dept. of Civil and Resource Engineering, Dalhousie Univ., Halifax, NS, Canada B3H 4R2. E-mail: [email protected]

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