A Computational Fluid Dynamics Based Integrated Disinfection Design Approach for Improvement of Full-scale Ozone Contactor Performance

REFERENCES

• ANSYS. CFX 10 User Manual, Ansys Canada, Inc. (2005).
   Google Scholar
• Barbeau , B. , El-Baz , G. , Sarrazin , V. and Desjardins , R. . “Application of the Integrated Disinfection Design Framework (IDDF) for Disinfection Contactor Performance Evaluation” . American Water Works Association Water Quality Technology Conference (WQTC) . Nov 3–7 , Philadelphia, Pennsylvania, USA.
   Google Scholar
• Bellamy , W.D. Full-scale Ozone Contactor Study . Report No. 90668 . 1995 . American Water Works Association Research Foundation, Denver, CO.
   Google Scholar
• Bellamy , W.D. , Finch , G.R. and Haas , C.N. Integrated Disinfection Design Framework . Report No. 90739 . 1998 . American Water Works Association Research Foundation, Denver, CO,
   Google Scholar
• Beltran , F.J. 2004 . Ozone Reaction Kinetics for Water and Wastewater Systems , Boca Raton, Florida : Lewis Publishers .
   Google Scholar
• Carlson , K. , Bellamy , W. and Ducoste , J. Implementation of the Integrated Disinfection Design Framework . Report No 90848 . 2001 . American Water Works Association Research Foundation, Denver, CO,
   Google Scholar
• Chen , C.M. . Modeling Drinking Water Disinfection in Ozone Bubble-Diffuser Contactors . Ph.D Thesis . West Lafayette, IN. Purdue University .
   Google Scholar
• Cockx , A. , Line , A. , Roustan , M. and Do-Quang , Z. 1997 . Numerical Simulation and Physical Modeling of the Hydrodynamics in an Air-Lift Internal Loop Reactor . Chem. Eng. Sci , 52 ( 21/22 ) : 3787 – 3793 .
   Web of Science ®Google Scholar
• Cockx , A. , Do-quang , Z. , Line , 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 .
   Web of Science ®Google Scholar
• Do-Quang , Z. , Cockx , A. , Line , A. and Roustan , M. 1999 . Computational Fluid Dynamics Applied to Water and Wastewater Treatment Facility Modeling . Environ. Eng. Poll. , 1 : 137 – 147 .
   Google Scholar
• El Baz , G. . Développement d'un Modèle de Calcul de la Performance des Unités de Désinfection . M.A.Sc. Thesis, École Polytechnique de Montréal . Québec, Canada.
   Google Scholar
• Finch , G.R. , Haas , C.N. , Oppenheimer , J.A. , Gordon , G. and Trussel , R.R. 2001 . Design Criteria for Inactivation of Cryptosporidium by Ozone in Drinking Water . OzoneSci. Eng. , 23 ( 4 ) : 259 – 284 .
   Web of Science ®Google Scholar
• Grayman , W.M. and Arnold , C.N. . Overview of CFD Methods in Analysis of Distribution System Tanks and Reservoirs . Proceedings of the American Water Works Association Annual Conference . Denver, CO
   Google Scholar
• Greene , D.J. . Numerical Simulation of Chlorine Disinfection Process in Non-Ideal Reactors . Ph.D. thesis . Drexel University .
   Google Scholar
• Hunt , N.K. and Marinas , B.J. 1999 . Inactivation of Escherichia coli with Ozone: Chemical and Inactivation Kinetics . Water Res. , 33 ( 11 ) : 2633 – 2641 .
   Web of Science ®Google Scholar
• Higbie , R. 1935 . The Rate of Absorption of a Pure Gas into a Still Liquid During a Short Time of Exposure . Trans. Amer. Instit. Chem. Eng , 31 : 365 – 389 .
   Google Scholar
• Kim , J. H. . Integrated Optimization of Cryptosporidium parvum Inactivation and Bromate Formation Control in Ozone Contactors . Ph.D Thesis, School of Civil and Environmental Engineering, Georgia Institute of Technology . Atlanta, GA.
   Google Scholar
• Lakehal , D. 2002 . Modeling of Multiphase Turbulent Flows for Environmental and Hydrodynamic Applications . Int. J. Multiphase Flow , 28 ( 5 ) : 823 – 863 .
   Web of Science ®Google Scholar
• Langlais , B. , Reckhow , D.A. and Brink , D.R. 1991 . Ozone in Water Treatment: Application and Engineering , Chelsea, Michigan : Lewis .
   Google Scholar
• Launder , B.E. and Spalding , D.B. 1974 . The Numerical Computation of Turbulent Flows . Comp. Meth. Appl. Mech. Eng. , 3 : 269 – 289 .
   Google Scholar
• Legube , B. , Parinet , B. , Gelinet , K. , Berne , F. and Croue , J.P. 2004 . Modeling of Bromate Formation by Ozonation of Surface Waters in Drinking Water Treatment . WaterRes. , 38 ( 8 ) : 2185 – 2195 .
   Web of Science ®Google Scholar
• Levenspiel , O. 1999 . Chemical Reaction Engineering, , 3th , New York : John Wiley and Sons .
   Google Scholar
• Lyn , D.A. and Chiu , K. 1999 . Numerical Modelling of Flow And Disinfection In UV Disinfection Channels . J. Environ. Eng.-ASCE , 125 ( 1 ) : 17 – 26 .
   Web of Science ®Google Scholar
• Lo , S. . Application Of Population Balance To CFD Modelling Of Gas-Liquid Reactors . Proceeding of Conference on Trends in Numerical and Physical Modelling for Industrial Multiphase Flows Conference . September 27–29 , Corse, France.
   Google Scholar
• Michele , V. 2002 . CFD Modeling and Measurement of Liquid Flow Structure and Phase Holdup in Two-and Three-Phase Bubble Columns , University of Braunchweig . Ph.D. Dissertation
   Google Scholar
• MWH Inc . 2005 . Water Treatment Principles and Design , Montgomery, New York : John Wiley and Sons .
   Google Scholar
• Rakness , K.L. 2005 . Ozone in Drinking Water Treatment: Process Design, Operation and Optimization , Denver, CO : American Water Works Association . Denver,
   Google Scholar
• Sato , Y. and Sekoguchi , K. 1975 . Liquid Velocity Distribution in Two-Phase Bubbly Flow . Int. J. Multiphase Flow , 2 : 79 – 95 .
   Google Scholar
• Tang , G. , Adu-Sarkodie , K. , Kim , D. , Kim , J.-H. , Teefy , S. , Shukairy , H. 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 .
   PubMed Web of Science ®Google Scholar
• USEPA . 1991 . Guidance Manual for Compliance with Filtration and Disinfection Requirements for Public Water Systems Using Surface Water Sources , Washington, DC : USEPA .
   Google Scholar
• Versteeg , H.K. and Malalasekera , W. 1995 . An Introduction to Computational Fluid Dynamics: The Finite Volume Method , London : Addison-Wesley, Longmans .
   Google Scholar
• Vesvikar , M.S. and Al-Dahhan , M. 2005 . Flow Pattern Visualization In A Mimic Anaerobic Digester Using CFD . Biotechnol. Bioeng. , 89 ( 6 ) : 719 – 732 .
   PubMed Web of Science ®Google Scholar
• Von Hughmark , G.A. 1967 . Holdup and Mass Transfer in Bubble Columns . Ind. Eng. Chem., Process Des Dev. , 6 ( 2 ) : 218 – 220 .
   Web of Science ®Google Scholar
• Wu , J.J. and Masten , S. 2001 . Mass Transfer of Ozone in Semibatch Stirred Reactor . J. Environ. Eng. , 127 : 1089 – 1099 .
   Web of Science ®Google Scholar
• Zhang , J. , Huck , P.M. , Stubley , G.D. , Anderson , W.B. and Barbeau , B. . A Comparison between a CFD Approach and CT10 Method for Evaluation of Drinking Water Ozone Disinfection Performance . Proceedings of the 12th Canadian National Conference and 3rd Policy Forum on Drinking Water . April 1–4 2006 , Saint John, New Brunswick. in press
   Google Scholar
• Zhou , H. , Smith , D.W. and Stanley , S.J. 1994 . Modeling of Dissolved Ozone Concentration Profiles in Bubble Columns . J. Environ. Eng., ASCE , 120 ( 4 ) : 821 – 840 .
   Web of Science ®Google Scholar
• Zhou , H. and Smith , D.W. 2000 . Ozone Mass Transfer in Water and Wastewater Treatment: Experimental Observations Using a 2D Laser Particle Dynamics Analyzer . Water Res. , 34 ( 3 ) : 909 – 921 .
   Web of Science ®Google Scholar