Predictive chlorine dosing: A new paradigm

Water and Environment Journal

Volumn 11, Issue 6, 1997, Pages 413-422

  Johnson, P ^a   Graham, N J D ^b   Wilson, M ^c  

^a BHR Group Ltd   (United Kingdom)

^b IMPERIAL COLLEGE LONDON   (United Kingdom)

^c CRANFIELD UNIVERSITY   (United Kingdom)

Author keywords

Chlorine dosing; Potable water; Water treatment

Indexed keywords

ALGORITHMS; CHEMICAL WATER TREATMENT; CHLORINE; MATHEMATICAL MODELS; POTABLE WATER; PROGRAMMABLE LOGIC CONTROLLERS; REACTION KINETICS;

CHLORINE DOSING; EFFLUENT STREAM; RETENTION TIME DISTRIBUTIONS;

DISINFECTION;

CHLORINE;

CHLORINE; DISINFECTION; WATER;

ALGORITHM; DISINFECTION; EFFLUENT; KINETICS; MODEL; PRIORITY JOURNAL; REVIEW; WATER TREATMENT;

EID: 0031436940     PISSN: 17476585     EISSN: 17476593     Source Type: Journal    
DOI: 10.1111/j.1747-6593.1997.tb01374.x     Document Type: Article

References (18)

1. Department of the Environment. Circular, 20/82 on the Directive relating to the quality of drinking water intended for human consumption (80/778/EEC). HMSO, London. 1982.
2. World Health Organisation. Guidelines for Drinking Water Quality Vol. 1: Recommendations. 2nd edition, 1984. Geneva.
3. Department of the Environment. The Water Supply (water quality) Regulations 1989 No. 11117. HMSO, London.
4. Zeh, T. G. Water chlorination principles and practices in North America. Water Supply, 1986 4,(1), 187–193.
5. Tebbut, T. H. Y, Principles of Water Quality Control. University of Birmingham. 3rd Edition, 1988.
6. James Montgomery Inc. Water Treatment Principles and Design. Ch. 12, p185. John Wiley & Sons Inc. New York, USA. 1985.
7. Stevenson, D. G. The design of disinfection contact tanks. J. Ch. lnstn. Wat. & Envir. Mangt., 1995, 9, (2), 146–152.
8. Opferman, D. J., Buchberger, S. G. and Arduine, D. J. Complying with the SWTR: Ohio’s experience. J. Am. Wat. Wks. Assoc., 1995, Feb., 59–67.
9. BHR Group Ltd. IMPACT study, better disinfection with fewer byproducts. Unpublished work. 1995.
10. Kleinschmidt, A. S. Hydraulic design of detention tanks. J. Boston Soc. Civ. Engrs., 1961, 48, (4),247–294.
11. Levenspiel, O. Chemical Reaction Engineering. John Wiley & Sons. 1972.
12. Johnson, P. L. Comparison of the stirred tanks in series model with predicted residence time distributions for a CCT with different baffling arrangements. In: 3 rd lnt. Conf. on Water and Waste Water Treatment — Towards Cleaner Leaner Operation. Harrogate, UK, 13–15 November 1995.
13. Lawler, D. F. and Singer, P. C. Analysing disinfection kinetics and reactor design: a conceptual approach versus the SWTR. J. Am. Wat. Wks. Assoc. Res. Technol, Nov. 1993, 67.
14. Chick, H. An investigation into the laws of disinfection. J. Hygiene, 1908, 8, 92.
15. Jofvert, C. T. and Valentine, R. L. Reaction scheme for the chlorination of ammonical water. Envir. Sci. Technol., 1992, 26, (3),577.
16. Leahy, J.G., Rubin, A.J. and Sproul, O. J. Inactivation of Giardia muris cysts by free chlorine. Appl. Envir. Microbiol., 1987, July, 1448–1453.
17. Greiner, A. D., Obolensky, A. and Singer, P. C. Technical Note: comparing observed concentration of DBPs. J. Am. Wat. Wks. Assoc., Nov. 1992.
18. Filtration and Disinfection: Turbidity, Giardia Lamblia, Viruses, Legionella, and Heterotrophic Bacteria. Federal Regulation Final Date 54:124:27486. 1989. USA.