Development of a tool, using CFD, for the assessment of the disinfection process by ozonation in industrial scale drinking water treatment plants

Chemical Engineering Science

Volumn 66, Issue 14, 2011, Pages 3185-3194

  Talvy, S ^a   Debaste, F ^a   Martinelli, L ^a   Chauveheid, E ^b   Haut, B ^a  

^a UNIVERSITÉ LIBRE DE BRUXELLES   (Belgium)

^b Vivaqua   (Belgium)

Author keywords

CFD; Fluid mechanics; Kinetics; Mass transfer; Multiphase flow; Ozonation

Indexed keywords

BACILLUS SUBTILIS SPORES; BUBBLE DIAMETER; BUBBLE SIZE; DEGRADATION EFFICIENCY; DISINFECTION PROCESS; DISSOLVED OZONE; GAS LIQUID FLOWS; INDUSTRIAL SCALE; KINETICS PARAMETER; LOW OPERATING TEMPERATURE; MAXIMAL FLOW RATE; OZONE CONCENTRATION; OZONE MASS TRANSFER; RESIDENCE TIME DISTRIBUTIONS; RESIDUAL OZONE CONCENTRATIONS; SIGNIFICANT IMPACTS; TEST CASE; WATER DISINFECTIONS;

BACILLI; BACTERIOLOGY; COMPUTATIONAL FLUID DYNAMICS; COMPUTER SIMULATION; CONTACTS (FLUID MECHANICS); DEGRADATION; DISINFECTION; FLUID MECHANICS; INDUSTRIAL PLANTS; INDUSTRIAL WATER TREATMENT; KINETICS; LIQUIDS; MASS TRANSFER; MATHEMATICAL MODELS; MICROORGANISMS; MULTIPHASE FLOW; OZONE; OZONIZATION; POTABLE WATER; RATING; STANDARDIZATION; WATER CONTENT;

OZONE WATER TREATMENT;

EID: 79958748575     PISSN: 00092509     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.ces.2011.02.039     Document Type: Article

References (26)

1. Audenaert W.T.M., Callewaert M., Nopens I., Cromphout J., Vanhoucke R., Dumoulin A., Dejans P., Van Hulle S.W.H. Full-scale modelling of an ozone reactor for drinking water treatment. Chemical Engineering Journal 2010, 157:551-557.
2. Bader H., Hoigné J. Determination of ozone in water by the indigo method. Water Research 1981, 15:449-456.
3. Beltran F.J. Ozone Reaction Kinetics for Water and Wastewater systems 2004, Lewis publisher, CRC press company.
4. Bartrand T.A., Farou B., Haas C.N. Countercurrent gas/liquid flow and mixing: Implications for water disinfection. International Journal of Multiphase Flow 2009, 35:171-184.
5. Calderbank P.H., Moo-Young M.B. The continuous phase heat and mass transfer properties of dispersions. Chemical Engineering Science 1961, 16:39-54.
6. Chauveheid E. Control of halogenated by-products during surface water potabilisation. Environmental Chemistry: Green Chemistry and Pollutants in Ecosystems 2004, 361-370. Springer-Verlag, Berlin, Germany. J. Lichtfouse, D. Schwarzbauer (Eds.).
7. Cockx A., Do-Quang Z., Liné A., Roustan M. Use of computational fluid dynamics for simulating hydrodynamics and mass transfer in industrial ozonation towers. Chemical Engineering Science 1999, 54:5085-5090.
8. Dehaeck, Sam, 2007. Development of Glare Point, Shadow and Interferometric Planar Techniques for Gas Bubble Sizing. Ph.D. thesis, University of Gent, Belgium.
9. Do-Quang Z., Cockx A., Liné A.,, Roustan M. Computational fluid dynamics applied to water and wastewater treatment facility modelling. Environment Engineering and Policy 1999, 1:137-147.
10. European Union Council Directive 98/83/EC. 3 November 1998. The quality of water intended for human consumption. Official Journal of the European Communities 330, 32-54.
11. Fayolle Y., Cockx A., Gillot S., Roustan M., Héduit A. Oxygen transfer prediction in aeration tanks using CFD. Chemical Engineering Science 2007, 62:7163-7171.
12. Fluent Inc., 2006. Fluent 6.3 User's Guide Lebanon, New Hampshire (USA).
13. Gong X., Takagi S., Huang H., Matsumoto Y Anumerical study of mass transfer of ozone dissolution in bubble plumes with an Euler-Lagrange method. Chemical Engineering Science 2007, 62:1081-1093.
14. Higbie R. The rate of absoprtion of a pure gas into a still liquid during short periods of exposure. Transactions of the American Institute of Chemical Engineers 1935, 35:365-389.
15. ISO 7932, 2004. Microbiology of food and animal feeding stuffs-Horizontal method for the enumeration of presumptive Bacillus cereus-Colony-count technique at 30°C. ISO 7932, International Organisation for Standardisation, Geneva.
16. Johnson P.N., Davis R.A. Diffusivity of ozone in water. Journal of Chemical Engineering Data 1996, 41:1485-1487.
17. Kim, D.I., 2007. Development and application of integrated ozone contactor design and optimisation tools. PhD thesis, Georgia Institute of Technology, USA.
18. Larcy A., 2006. Contribution à l'étude du transfert de matière dans les colonnes à bulles de grande taille. Postgraduate thesis, Université Libre de Bruxelles, Belgium.
19. Levenspiel O. Chemical Reaction Engineering 1999, John Wiley and sons, New-York. 3rd edition.
20. Morris J.C. The aqueous solubility of ozone-A review. Ozone news 1988, 1:14-16.
21. Rennecker J.L., Marinãs B.J., Rice E.W., Owens J.H. Inactivation of Cryptosporidium parvum oocyst with ozone. Water Research 1999, 33(11):2481-2488.
22. Talvy S., Cockx A., Liné A. Modelling hydrodynamics of gas-liquid airlift reactor. AIChE Journal 2007, 53:316-326.
23. Talvy S., Cockx A., Liné A. Modeling of oxygen mass transfer in a Gas-Liquid airlift reactor. AIChE Journal 2007, 53:335-353.
24. van der Helm A.W.C, Rietveld L.C., Baars E.T., Smeets P.W.M.H., van Dijk J.C. Modelling disinfection and by product formation during the initial and the second phase of natural water ozonation in a pilot-scale plug flow. Journal of water supply research and technology-aqua 2008, 57(6):1-15.
25. Wols B.A., Hofman J.A.M.H., Uijttewaal W.S.J., Rietveld L.C., van Dijk J.C Evaluation of different disinfection calculation methods using CFD. Environmental Modelling and Software 2010, 25:573-582.
26. Zhang J., 2006. An integrated design approach for improving drinking water ozone disinfection treatment based on computational fluid dynamics. PhD thesis, University of Waterloo (Canada).