Abstract

Research Article| September 01 2008 Modeling disinfection and by-product formation during the initial and the second phase of natural water ozonation in a pilot-scale plug flow reactor A. W. C. van der Helm; A. W. C. van der Helm 1DHV BV, PO Box 1132, 3800 BC, Amersfoort, The Netherlands Tel.: +31 6 15093313 Fax: +31 33 4682801; E-mail: alex.vanderhelm@dhv.com Search for other works by this author on: This Site PubMed Google Scholar L. C. Rietveld; L. C. Rietveld 2Delft University of Technology, Sanitary Engineering, PO Box 5048, 2600 GA, Delft, The Netherlands Search for other works by this author on: This Site PubMed Google Scholar E. T. Baars; E. T. Baars 3Waternet, PO Box 94370, 1090 GJ, Amsterdam, The Netherlands Search for other works by this author on: This Site PubMed Google Scholar P. W. M. H. Smeets; P. W. M. H. Smeets 4Kiwa Water Research, PO Box 1072, 3430 BB, Nieuwegein, The Netherlands Search for other works by this author on: This Site PubMed Google Scholar J. C. van Dijk J. C. van Dijk 2Delft University of Technology, Sanitary Engineering, PO Box 5048, 2600 GA, Delft, The Netherlands Search for other works by this author on: This Site PubMed Google Scholar Journal of Water Supply: Research and Technology-Aqua (2008) 57 (6): 435–449. https://doi.org/10.2166/aqua.2008.089 Article history Received: September 13 2007 Accepted: February 13 2008 Views Icon Views Article contents Figures & tables Video Audio Supplementary Data Share Icon Share Facebook Twitter LinkedIn MailTo Tools Icon Tools Cite Icon Cite Permissions Search Site Search Dropdown Menu toolbar search search input Search input auto suggest filter your search All ContentAll JournalsThis Journal Search Advanced Search Citation A. W. C. van der Helm, L. C. Rietveld, E. T. Baars, P. W. M. H. Smeets, J. C. van Dijk; Modeling disinfection and by-product formation during the initial and the second phase of natural water ozonation in a pilot-scale plug flow reactor. Journal of Water Supply: Research and Technology-Aqua 1 September 2008; 57 (6): 435–449. doi: https://doi.org/10.2166/aqua.2008.089 Download citation file: Ris (Zotero) Reference Manager EasyBib Bookends Mendeley Papers EndNote RefWorks BibTex Ozonation experiments (2.5–5 m3 h−1) were performed by dosing dissolved ozone in a continuous flow pilot-scale contactor consisting of a pipe with plug flow reactor (PFR) characteristics. In the PFR ozone, E. coli, bromate and AOC concentrations were measured from 1.3 to 1,460 seconds retention time during ozonation of natural water. The experimental data were used to develop an integrated semi-empirical dynamic model describing the measured parameters for the initial phase (t<~20 seconds) as well as the second phase (t>~20 seconds) of ozone decomposition. It was concluded that for the natural water tested E. coli inactivation was very fast, more than 4 log units after 5 seconds for ozone dosages higher than approximately 0.6 mg-O3l−1. Further it was concluded that semi-empirical models are suited for modeling of ozone decomposition, disinfection, bromate and AOC formation in natural water. AOC, bromate, CT, Escherichia coli (E. coli), model, ozone This content is only available as a PDF. © IWA Publishing 2008 You do not currently have access to this content.

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