How Bromate and Ozone Concentrations Can be Modeled at Full-Scale Based on Lab-Scale Experiments - A Case Study

Ozone: Science and Engineering

Volumn 34, Issue 4, 2012, Pages 280-292

  Mandel, Pierre ^a,b   Maurel, Marie ^a   Lemoine, Cyrille ^a   Roche, Pascal ^a   Wolbert, Dominique ^b,c  

^a Veolia Environnement Recherche et Innovation   (France)

^b CNRS   (France)

^c UNIVERSITÉ EUROPÉENNE DE BRETAGNE   (France)

Author keywords

Bromate; Chemical Kinetics; Drinking Water; Hydraulics; Hydroxyl Radicals; Modeling; Natural Organic Matter; Ozonation Plant; Ozone

Indexed keywords

BROMATE; CALIBRATED MODEL; CHEMICAL MODEL; CONCENTRATION MEASUREMENT; CONTACT TIME; EXPERIMENTAL DATA; EXPERIMENTAL ERRORS; FLOW CONDITION; FULL-SCALE MODELING; HYDROXYL RADICALS; MODELING FRAMEWORKS; NATURAL ORGANIC MATTERS; NATURAL WATERS; OPERATIONAL PROCESS; OZONE CONCENTRATION; OZONE DOSE; PARAMETERIZED; RESIDENCE TIME DISTRIBUTIONS; SAMPLING POINTS; SEASONAL CHANGES; TANKS-IN-SERIES;

BROMINE COMPOUNDS; EXPERIMENTS; HYDRAULIC MODELS; HYDRAULICS; MODELS; OZONIZATION; POTABLE WATER; REACTION KINETICS;

OZONE;

EID: 84864540447     PISSN: 01919512     EISSN: 15476545     Source Type: Journal    
DOI: 10.1080/01919512.2012.692636     Document Type: Article

References (43)

1. Audenaert, W.T.M., Callewaert, M., Nopens, I., Cromphout, J., Vanhoucke, R., Dumoulin, A., Dejans, P. and Van Hulle, S.W.H. 2010. Full-Scale Modeling of an Ozone Reactor for Drinking Water Treatment. Chem. Eng. J, 157(2-3): 551-557.
2. Bartrand, T.A. 2007. High Resolution Experimental Studies and Numerical Analysis of Fine Bubble Ozone Disinfection Contactors, Philadelphia, Pennsylvania, USA: Drexel University. Ph.D. thesis
3. Bolaños, E.Q., Ocampo, J.T. and Rodríguez, L.C. 2008. Applicability of Computational Fluid Dynamics to Simulate Ozonation Processes. Ingeniería y Desarrollo, 24(2): 97-116.
4. 2. Proc. Royal Soc. A, 304: 427-439.
5. Buxton, G.V., Greenstock, C.L., Helman, W.P. and Ross, A.B. 1988. Critical Review of Reactions of Hydrated Electrons. J. Phys. Chem. Ref. Data, 17: 513-886.
6. Cockx, A., Do-Quang, Z., Liné, A. and Roustan, M. 1999. Use of Computational Fluid Dynamics for Simulating Hydrodynamics and Mass Transfer in Industrial Ozonation Towers. Chem. Eng. Sci, 54(21): 5085-5090.
7. th World Ozone Congress, London, 3: 156-164.
8. Dong, W., Wang, W. and Li, J. 2007. A Multiscale Mass Transfer Model for Gas-Solid Riser Flows: Part II-Sub-grid Simulation of Ozone Decomposition. Chem. Eng. Sci, 63(10): 2811-2823.
9. Do-Quang, Z., Cockx, A., Liné, A. and Roustan, M. 1999. Computational Fluid Dynamics Applied to Water and Wastewater Treatment Facility Modeling. Environ. Eng. Policy, 1(3): 137-147.
10. Do-Quang, Z., Duguet, J.-P., Roustan, M. and Lainé, J.-M. Study of Full Scale Reactor Performance for Drinking Water Advanced Oxidation Treatment. Proc. IOA Regional Conference, Amsterdam. September24-26. pp.237-250.
11. Do-Quang, Z., Roustan, M. and Duguet, J.-P. 2000. Mathematical Modeling of Theoretical Cryptosporidium Inactivation in Full-Scale Ozonation Reactors. Ozone: Sci. Eng, 22(1): 99-111.
12. Gujer, W. and von Gunten, U. 2003. A Stochastic Model of an Ozonation Reactor. Water Res, 37(7): 1667-1677.
13. Haag, W.R. and Hoigné, J. 1983. Ozonation of Bromide-Containing Waters: Kinetics of Formation of Hypobromous Acid and Bromate. Environ. Sci. Technol, 17(5): 261-267.
14. Heck, S.L., Ellis, G.W. and Hoermann, V. 2001. Modeling the Effectiveness of Ozone as a Water Disinfectant Using an Artificial Neural Network. Environ. Eng. Sci, 18(3): 205-212.
15. Huang, W.-J., Chen, L.-Y. and Peng, H.-S. 2004. Effect of NOM Characteristics on Brominated Organics Formation by Ozonation. Environ. Int, 29(8): 1049-1055.
16. Huber, M.M., Canonica, S., Park, G.-Y. and von Gunten, U. 2003. Oxidation of Pharmaceuticals during Ozonation and Advanced Oxidation Processes. Environ. Sci. Technol, 37(5): 1016-1024.
17. Jarvis, P., Smith, R. and Parsons, S.A. 2007. Bromate Formation During Drinking Water Treatment: an Assessment of Modeling Approaches. Ozone: Sci. Eng, 29(6): 429-442.
18. Jeppsson, U. 1996. "Modeling Aspects of Wastewater Treatment Processes"Ph.D. thesis, Lund University, Sweden. Available at http://www.iea.lth.se/~ielulf/publications/phd-thesis/PhD-thesis.pdf (http://www.iea.lth.se/~ielulf/publications/phd-thesis/PhD-thesis.pdf)
19. Kim, J.-H., Elovitz, M.S., von Gunten, U., Shukairy, H.M. and Mariñas, B.J. 2007. Modeling Cryptosporidium parvum Oocyst Inactivation and Bromate in a Flow-Through Ozone Contactor Treating Natural Water. Water Res, 41(2): 467-475.
20. - in Aqueous Solution. Ber. Bunsenges. Physik. Chem, 89: 243-245.
21. Langlais, B., Reckhow, D.A. and Brink, D.R. 1991. Ozone in Water Treatment: Application and Engineering, Washington, DC: Lewis Publishers.
22. Laplanche, A., Le Sauze, N., Martin, G. and Langlais, B. 1991. Simulation of Ozone Transfer in Water. Comparison With a Pilot Unit. Ozone: Sci. Eng, 13(5): 535-558.
23. Mandel, P. 2010. "Modeling Ozonation Processes for Disinfection By-Product Control in Potable Water Treatment: From Laboratory to Industrial Units."Ph.D. thesis, University of Rennes 1, France (2010). Available at http://tel.archives-ouvertes.fr/docs/00/56/47/67/PDF/Modeling_Ozonation_Processes_MANDEL.pdf (http://tel.archives-ouvertes.fr/docs/00/56/47/67/PDF/Modeling_Ozonation_Processes_MANDEL.pdf)
24. Mandel, P., Wolbert, D., Roche, P., Pham, H.-H. and Bréant, P. 2009. A Modeling Procedure for On-site Ozonation Steps in Potable Water Treatment. Water Sci. Technol.: Water Supply, 9(4): 459-467.
25. Mizuno, T., Tsuno, H. and Yamada, H. 2007. Development of Ozone Self-Decomposition Model for Engineering Design. Ozone: Sci. Eng, 29(1): 55-63.
26. Mompelat, S., Le Bot, B. and Thomas, O. 2009. Occurrence and Fate of Pharmaceutical Products and By-products, from Resource to Drinking Water. Environ. Int, 35(5): 803-814.
27. Murrer, J., Gunstaed, J. and Lo, S. 1995. The development of an ozone contact tank simulation model. Ozone: Sci. Eng, 17(6): 607-617.
28. Rietveld, L.C., van der Helm, A.W.C., van Schagen, K.M. and van der Aa, L.T.J. 2009. Good Modeling Practice In Drinking Water Treatment, Applied to Weesperkarspel Plant of Waternet. Environ. Model. Soft, 25(5): 661-669.
29. Roustan, M., Duguet, J.P., Lainé, J.M., Do-Quang, Z. and Mallevialle, J. 1996a. Bromate Ion Formation: Impact of Ozone Contactor Hydraulics and Operating Conditions. Ozone: Sci. Eng, 18(1): 87-97.
30. Roustan, M., Wang, R.Y. and Wolbert, D. 1996b. Modeling Hydrodynamics and Mass Transfer Parameters in a Continuous Ozone Bubble Column. Ozone: Sci. Eng, 18(2): 99-115.
31. Siddiqui, M.S. and Amy, G.L. 1993. Factors Affecting DBP Formation during Ozone-Bromide Reactions. JAWWA, 85(1): 63-72.
32. Siddiqui, M., Amy, G., Ozekin, K. and Westerhoff, P. 1998. Modeling Dissolved Ozone and Bromate Ion Formation in Ozone Contactors. Water, Air & Soil Pollut, 108(1-2): 1-32.
33. Smeets, P.W.M.H., van der Helm, A.W.C., Dullemont, Y.J., Rietveld, L.C., van Dijk, J.C. and Medema, G.J. 2006. Inactivation of Escherichia coli by Ozone under Bench-Scale Plug Flow and Full-Scale Hydraulic Conditions. Water Res, 40(17): 3239-3248.
34. Sohn, J., Amy, G., Cho, J., Lee, Y. and Yoon, Y. 2004. Disinfectant Decay and Disinfection By-Products Formation Model Development: Chlorination and Ozonation By-Products. Water Res, 38(10): 2461-2478.
35. Tang, G., Adu-Sarkodie, K., Kim, D., Kim, J.-H., Teefy, S., Shukairy, H. and Mariñas, B.J. 2005. Modeling Cryptosporidium parvum Oocyst Inactivation and Bromate Formation in a Full-Scale Ozone Contactor. Environ. Sci. Technol, 39(23): 9343-9350.
36. von Gunten, U. and Hoigné, J. 1994. Bromate Formation during Ozonation of Bromide-Containing Waters: Interaction of Ozone and Hydroxyl Radical Reactions. Environ. Sci. Technol, 28(7): 1234-1242.
37. von Gunten, U. and Hoigné, J. 1996. Disinfection By-Products in Water Treatment: The Chemistry of Their Formation and Control, Edited by: Minear, R.A. and Amy, G.L. 187-206. Boca Raton, FL: CRC Press. edited by
38. Westerhoff, P. 1995. Ozone Oxidation of Bromide and Natural Organic Matter, Boulder, Colorado, USA: University of Boulder. Ph.D. thesis
39. Westerhoff, P., Song, R., Amy, G. and Minear, R. 1997. Application of Ozone Decomposition Models. Ozone: Sci. Eng, 19(1): 55-73.
40. Westerhoff, P., Song, R., Amy, G. and Minear, R. 1998. Numerical Kinetic Models for Bromide Oxidation to Bromine and Bromate. Water Res, 32(5): 1687-1699.
41. Wols, B.A., Hofman, J.A.M.H., Uijttewaal, W.S.J., Rietveld, L.C. and van Dijk, J.C. 2010. Evaluation of Different Disinfection Calculation Methods Using CFD. Environ. Model. Soft, 25(4): 573-582.
42. Zehavi, D. and Rabani, J. 1972. The Oxidation of Aqueous Bromide Ions by Hydroxyl Radicals. A Pulse Radiolytic Investigation. J. Phys. Chem, 76(3): 312-319.
43. Zhang, J. 2006. An Integrated Design Approach for Improving Drinking Water Ozone Disinfection Treatment Based on Computational Fluid Dynamics, Canada: University of Waterloo. Ph.D. thesis