TECHNICAL PAPERS
Apr 1, 2008

Verification of Full-Scale Ozone Contactor Inactivation Performance Using Biodosimetry

Publication: Journal of Environmental Engineering
Volume 134, Issue 4

Abstract

A biodosimetric technique was used to verify the concentration-contact time (CT) values [ CT10 , CT integrated disinfection design framework (CT-IDDF), CT segregated flow analysis (CT-SFA)] of the ozone contactors of the DesBaillets water treatment plant (Montreal), using indigenous aerobic spore formers (ASFs) as indicators of disinfection efficiency. ASF measurement in ozonated water was performed using a large water sample concentration method. Four assays, completed over a 6-week period, involved the implementation of biodosimetric calibration curves using an ozone pilot apparatus and followed by full-scale verifications. ASF inactivation kinetics were well described by a simple Chick–Watson model. The most accurate data also indicated that the CT10 underestimates the effective CT (by 1.2–1.9-fold), whereas the CT-IDDF and CT-SFA overestimate it (by 1.0–1.7-fold and 0.9–1.5-fold, respectively). Underestimation from CT10 was more pronounced with increased ozone dose while overestimation from CT-IDDF and CT-SFA is most likely due to the difficulty in obtaining a representative ozone residual profile within the contactor. The use of segregated flow analysis provided the best estimate of disinfection performance. Biodosimetry is useful in measuring the effective CT transferred, in verifying model predictions, and in determining the influence of water quality on microbial inactivation.

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Acknowledgments

The writers would like to acknowledge the work of Jacinthe Mailly, Mélanie Rivard, Julie Philibert, Annie Carrière, and Yves Fontaine at the NSERC Chair on Drinking Water for their support in the laboratory work. They would also like to thank the staff of the DesBaillets WTP. The project was funded by the NSERCNRC Industrial Chair on Drinking Water and the Canadian Water Network.

References

Ahimou, F., Paquot, M., Jacques, P., Thonart, P., and Rouxhet, P. G. (2001). “Influence of electrical properties on the evaluation of the surface hydrophobicity of Bacillus subtilis.” J. Microbiol. Methods, 45(2), 119–126.
American Public Health Association (APHA). (1998). Standard methods for the examination of water and wastewater, 20th Ed., Washington, D.C.
Barbeau, B., Boulos, L., Desjardins, R., Coallier, J., Prévost, M., and Duchesne, D. (1997). “A modified method for the enumeration of aerobic spore-forming bacteria.” Can. J. Microbiol., 43(10), 976–980.
Barbeau, B., Desjardins, R., Mysore, C., and Prévost, M. (2005). “Impacts of water quality on chlorine and chlorine dioxide efficacy in natural waters.” Water Res., 39(10), 2024–2033.
Barbeau, B., Huffman, D., Mysore, C., Desjardins, R., and Prévost, M. (2004). “Examination of discrete and confounding effects of water quality parameters during the inactivation of MS2 phages and Bacillus subtilis spores with free chlorine.” J. Environ. Eng. Sci., 3(4), 255–268.
Bellamy, W. D. (1995). Full-scale ozone contactor study, American Water Works Association Research Foundation (AWWARF), Denver.
Bellamy, W. D., Carlson, K., Pier, D., Ducoste, J., and Carlson, M. (2000). “Determining disinfection needs.” J. Am. Water Works Assoc., 92(5), 44–52.
Bellamy, W. D., Finch, G. R., and Haas, C. N. (1998). Integrated disinfection design framework, American Water Works Association Research Foundation (AWWARF), Denver.
Carlson, K., Pier, D., Bellamy, W., Carlson, M., Ducoste, J., Amy, G., and Rakness, K. (2001). Implementation of the integrated disinfection design framework, American Water Works Association Research Foundation (AWWARF), Denver.
Cartier, C., Barbeau, B., Besner, M. C., and Prévost, M. (2006). “Optimization of the detection of aerobic spore-forming bacteria (ASFB) in environmental conditions.” J. Water SRT-AQUA, 56(3), 191–202.
Chiou, C.-F., Torres-Lugo, M., Marinas, B. J., and Adams, J. Q. (1997). “Nonbiological surrogate indicators for assessing ozone disinfection.” J. Am. Water Works Assoc., 89(8), 54–66.
Cho, M., Chung, H., and Yoon, J. (2002). “Effect of pH and importance of ozone initiated radical reactions in inactivating Bacillus subtilis spore.” Ozone: Sci. Eng., 24(2), 145–150.
Craik, S. A. (2005). “Effect of micro-mixing conditions on predictions of Cryptosporidium inactivation in an ozone contactor.” Ozone: Sci. Eng., 27(6), 487–494.
Craik, S. A., Smith, D. W., Belosevic, M., and Chandrakanth, M. (2002). “Use of Bacillus subtilis spores as model microorganisms for ozonation of Cryptosporidium parvum in drinking water treatment.” J. Environ. Eng. Sci., 1(3), 173–186.
Do-Quang, Z., Cockx, A., Laine, J. M., and Roustan, M. (2001). “Applying CFD modelling in order to enhance water treatment reactors efficiency: Example of the ozonation process.” Water Sci. Technol.: Water Supply, 1(4), 125–130.
Dow, S. M., Barbeau, B., von Gunten, U., Chandrakanth, M., Amy, G., and Hernandez, M. (2006). “The impact of selected water quality parameters on the inactivation of Bacillus subtilis spores by monochloramine and ozone.” Water Res., 40(2), 373–382.
Driedger, A., Staub, E., Pinkernell, U., Marinas, B., Köster, W., and von Gunten, U. (2001). “Inactivation of Bacillus subtilis spores and formation of bromate during ozonation.” Water Res., 35(12), 2950–2960.
Ducoste, J., Carlson, K., and Bellamy, W. (2001). “The integrated disinfection design framework approach to reactor hydraulics characterization.” J. Water SRT-AQUA, 50(4), 245–261.
El Baz, G. (2002). Développement d’un modèle de calcul de la performance des unités de désinfection (application aux usines Chomedey et DesBaillets). MS thesis, Ecole Polytechnique de Montreal, Québec.
Facile, N., Barbeau, B., Prévost, M., and Koudjonou, B. (2000). “Evaluating bacterial aerobic spores as a surrogate for Giardia and Cryptosporidium inactivation by ozone.” Water Res., 34(12), 3238–3246.
Finch, G. R., Haas, C. N., Oppenheimer, J. A., Gordon, G., and Trussell, R. R. (2001). “Design criteria for inactivation of Cryptosporidium by ozone in drinking water.” Ozone: Sci. Eng., 23(4), 259–284.
Gale, P., Pitchers, R., and Gray, P. (2002). “The effect of drinking water treatment on the spatial heterogeneity of microorganisms: Implications for assessment of treatment efficiency and health risk.” Water Res., 36(6), 1640–1648.
Geldreich, E. E., Allen, M. J., and Taylor, R. H. (1978). “Interferences to coliform detection in potable water supplies.” Evaluation of the microbiology standards for drinking water, C. W. Hendricks, ed., U.S. Environmental Protection Agency (USEPA), Washington, D.C., 13–20.
Greene, D. J., Farouk, B., and Haas, C. N. (2004). “CFD design approach for chlorine disinfection processes.” J. Am. Water Works Assoc., 96(8), 138–150.
Haas, C. N. (2005). “Disinfection: Towards a fourth generation in water (chemical) disinfection process design.” Proc., American Water Works Association Water Quality and Technology Conf., AWWA, Quebec.
Haas, C. N., Joffe, J., Anmangandla, U., Jacangelo, J. G., and Heath, M. (1996). “Water quality and disinfection kinetics.” J. Am. Water Works Assoc., 88(3), 95–103.
Haas, C. N., Joffe, J., Hornberger, J. C., Anmangandla, U., Heath, M., and Jacangelo, J. (1995). Development and validation of rational design methods of disinfection, American Water Works Association Research Foundation (AWWARF), Denver.
Herson, D. S., and Victoreen, H. T. (1980). Hindrance of coliform recovery by turbidity and non-coliforms, U.S. Environmental Protection Agency (USEPA), Municipal Environmental Research Laboratory, Office of Research and Development, Cincinnati.
Hijnen, W. A. M., Van de Veer, A. J., Van Beveren, J., and Medema, G. J. (2002). “Spores of sulphite-reducing clostridia (SSRC) as surrogate for verification of the inactivation capacity of full-scale ozonation for Cryptosporidium.” Water Sci. Technol.: Water Supply, 2(1), 163–170.
Hijnen, W. A. M., Van Veenendaal, D. A., Van Der Speld, W. M. H., Visser, A., Hoogenboezem, W., and Van Der Kooij, D. (2000). “Enumeration of faecal indicator bacteria in large water volumes using on site membrane filtration to assess water treatment efficiency.” Water Res., 34(5), 1659–1665.
Hoigné, J., and Bader, H. (1983). “Rate constants of reactions of ozone with organic and inorganic compounds in water.” Water Res., 17, 173–183.
Larson, M. A., and Marinas, B. J. (2003). “Inactivation of Bacillus subtilis spores with ozone and monochloramine.” Water Res., 37(4), 833–844.
Lawler, D. F., and Singer, P. C. (1993). “Analysing disinfection kinetics and reactor designs: A conceptual approach versus the SWTR.” J. Am. Water Works Assoc., 85(11), 67–76.
LeChevallier, M. W., Evans, T. M., and Seidler, R. J. (1981). “Effect of turbidity on chlorination efficiency and bacterial persistence in drinking water.” Appl. Environ. Microbiol., 42(1), 159–167.
Levenspiel, O. (1999). Chemical reaction engineering, 3rd Ed., Wiley, New York.
Lyn, D. A., Chiu, K., and Blatchley, E. R. (1999). “Numerical modeling of flow and disinfection in UV disinfection channels.” J. Environ. Eng., 125(1), 17–26.
Mamane-Gravetz, H., and Linden, K. G. (2004). “UV disinfection of indigenous aerobic spores: Implications for UV reactor validation in unfiltered waters.” Water Res., 38(12), 2898–2906.
Mazoua, S., and Chauveheid, E. (2005). “Aerobic spore-forming bacteria for assessing quality of drinking water produced from surface water.” Water Res., 39(20), 5186–5198.
Ministère de l’Environnement du Québec (MENV). (2002). Guide de conception des installations de production d’eau potable, Quebec.
Nieminski, E. C., and Bellamy, W. D. (2000). Application of surrogate measures to improve treatment plant performance, American Water Works Association Research Foundation (AWWARF), Denver.
Nieminski, E. C., Bellamy, W. D., and Moss, L. R. (2000). “Using surrogates to improve plant performance.” J. Am. Water Works Assoc., 92(3), 67–78.
Oppenheimer, J., Najm, I., Trussell, R. R., Aieta, E. M., and Jacangelo, J. (2000). “Constructing a CT table for Cryptosporidium inactivation with ozone in low TOC and low turbidity waters.” Water Supply, 18(1), 427–430.
Radziminski, C., Ballantyne, L., Hodson, J., Creason, R., Andrews, R. C., and Chauret, C. (2002). “Disinfection of Bacillus subtilis spores with chlorine dioxide: A bench-scale and pilot-scale study.” Water Res., 36(6), 1629–1639.
Rakness, K. L. (2001). Implementation of integrated disinfection design framework, American Water Works Association Research Foundation (AWWARF), Denver.
Rakness, K. L., Najm, I., Elovitz, M., Rexing, D., and Via, S. (2005). “Cryptosporidium log-inactivation with ozone using effluent CT10 , geometric mean CT10 , extended integration CT10 and extended CSTR calculations.” Ozone: Sci. Eng., 27(5), 335–350.
Rennecker, J. L., Marinas, B. J., Owens, J. H., and Rice, E. W. (1999). “Inactivation of Cryptosporidium parvum oocysts with ozone.” Water Res., 33(9), 2481–2488.
StatSoft, Inc. (2006). Statistica 7.0, StatDoft, Inc., Tulsa, Okla.
Tang, G., Adu-Sarkodie, K., Kim, D., Kim, J. H., Teefy, S., Shukairy, H. M., and Marinas, B. (2005). “Modeling Cryptosporidium parvum oocyst inactivation and bromate formation in a full-scale ozone contactor.” Environ. Sci. Technol., 39(23), 9343–9350.
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.
Templeton, M. R., Hofmann, R., and Andrews, R. C. (2006). “Case study comparisons of computational fluid dynamics (CFD) modeling versus tracer testing for determining clearwell residence times in drinking water treatment.” J. Environ. Eng. Sci., 5(6), 529–536.
USEPA. (1989). Guidance manual for the compliance with the filtration and disinfection requirements, Washington, D.C.
USEPA. (2006). Ultraviolet disinfection guidance manual, Long Term 2 Enhanced Surface Water Treatment Rule, Office of Ground Water and Drinking Water, Washington, D.C.
von Gunten, U. (2003). “Ozonation of drinking water. Part 2: Disinfection and by-product formation in presence of bromide, iodide or chlorine.” Water Res., 37(7), 1469–1487.
von Gunten, U., Elovitz, M., and Kaiser, H.-P. (1999). “Calibration of full-scale ozonation systems with conservative and reactive tracers.” J. Water SRT-AQUA, 48(6), 250–256.
Wickramanayake, G. B., Rubin, A. J., and Sproul, O. J. (1984). “Inactivation of Giardia lamblia cysts with ozone.” Appl. Environ. Microbiol., 48(3), 671–672.
Zhang, J., Anderson, W. B., Smith, E. F., Barbeau, B., Desjardins, R., and Huck, P. M. (2005). “Development, validation and implementation of a multiphase CFD model for optimization of full-scale ozone disinfection processes.” Proc., American Water Works Association Water Quality and Technology Conf., AWWA, Quebec.
Zhang, J., Huck, P. M., Stubley, G. D., and Anderson, W. B. (2006). “Improving ozone residual monitoring and tracer testing strategies for full-scale ozone contactors based on CFD modeling.” Proc., American Water Works Association Water Quality and Technology Conf., AWWA, Denver.

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Go to Journal of Environmental Engineering
Journal of Environmental Engineering
Volume 134Issue 4April 2008
Pages: 304 - 315

History

Received: Apr 14, 2006
Accepted: Aug 27, 2007
Published online: Apr 1, 2008
Published in print: Apr 2008

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Romain Broséus [email protected]
Research Associate, Industrial NSERC Chair on Drinking Water, Civil, Geological and Mining Engineering Dept., Ecole Polytechnique de Montreal, CP 6079, Succ. Centre-Ville, Montréal, PQ, Canada H3C 3A7. E-mail: [email protected]
Benoit Barbeau [email protected]
Associate Professor and Associate Chairholder, Industrial NSERC Chair on Drinking Water, Civil, Geological and Mining Engineering Dept., Ecole Polytechnique de Montreal, CP 6079, Succ. Centre-Ville, Montréal, PQ, Canada H3C 3A7 (corresponding author). E-mail: [email protected]
Christian Bouchard [email protected]
Professor, Civil Engineering Dept., Laval Univ., Sainte-Foy, PQ, Canada G1K 7P4. E-mail: [email protected]

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