The formation of potentially harmful trihalomethanes (THM) when using chlorine as a disinfectant in potable water supplies has led to tighter regulatory controls and hence a need for better models for THM management. The prediction of THM concentration is difficult due to the complex and changing hydrodynamic and chemical regimes found in water treatment works and distribution systems. A simple and cost-effective model is described to model chlorine decay and total THM concentration through water treatment works and within distribution systems. With knowledge of the bulk chlorine decay characteristics and the THM productivity of the water, this model offers a simple and straightforward tool which can be readily applied to water treatment works and distribution systems alike to provide an initial assessment of the risks of total THM formation at different sites, and to identify sites and systems at risk of compliance failure.
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April 2010
Research Article|
April 01 2010
Modelling THMs in water treatment and distribution systems Available to Purchase
D. Brown, MSc, PhD;
D. Brown, MSc, PhD
Former Postgraduate Researcher
School of Civil Engineering, University of Birmingham, UK
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J. R. West, PhD, CEng, MICE, MCIWEM;
J. R. West, PhD, CEng, MICE, MCIWEM
Honorary Research Fellow
School of Civil Engineering, University of Birmingham, UK
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B. J. Courtis, MSc, MBA, PhD;
B. J. Courtis, MSc, MBA, PhD
Business Development and Strategy Manager
EarthTech, Barnsley
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J. Bridgeman, MSc, PhD, CEng, CSci, MICE, FCIWEM
J. Bridgeman, MSc, PhD, CEng, CSci, MICE, FCIWEM
Senior Lecturer
School of Civil Engineering, University of Birmingham, UK
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Publisher: Emerald Publishing
Revision Received:
June 05 2008
Accepted:
April 20 2009
Online ISSN: 1751-7729
Print ISSN: 1741-7589
© 2010 Thomas Telford Ltd
2010
Proceedings of the Institution of Civil Engineers - Water Management (2010) 163 (4): 165–174.
Article history
Revision Received:
June 05 2008
Accepted:
April 20 2009
Citation
Brown D, West JR, Courtis BJ, Bridgeman J (2010), "Modelling THMs in water treatment and distribution systems". Proceedings of the Institution of Civil Engineers - Water Management, Vol. 163 No. 4 pp. 165–174, doi: https://doi.org/10.1680/wama.2010.163.4.165
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