TECHNICAL PAPERS
Mar 1, 2009

Temporal and Spatial Variations in Bulk Chlorine Decay within a Water Supply System

Publication: Journal of Environmental Engineering
Volume 135, Issue 3

Abstract

Modern water treatment must maintain an acceptable balance between the microbial safety of potable water supply, the costs of treatment, and the formation of potentially harmful disinfection by-products (DBPs). In order to achieve the optimum balance, it is essential to understand and predict both the formation of DBP and the decay of chlorine, in relation to source water, treatment processes, storage, and supply. Reported herein are new data which demonstrate the lack of durability, precision, and accuracy associated with earlier empirical chlorine decay rate equations. This work develops an improved methodology for the prediction of variation in chlorine decay rates in distribution systems enabling practical, cost-effective prediction of the effects of both seasonal variations and management interventions on chlorine levels at treatment works and in distribution systems.

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Acknowledgments

The writers are grateful for the financial and logistical support provided by Severn Trent Water Ltd.

References

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Information & Authors

Information

Published In

Go to Journal of Environmental Engineering
Journal of Environmental Engineering
Volume 135Issue 3March 2009
Pages: 147 - 152

History

Received: Oct 16, 2007
Accepted: Oct 28, 2008
Published online: Mar 1, 2009
Published in print: Mar 2009

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Authors

Affiliations

Benjamin J. Courtis
Business Development and Strategy Manager, EarthTech, Wentworth, Maple Rd., Tankersley, Barnsley, S75 3DL, U.K.
John R. West
Honorary Research Fellow, School of Engineering (Civil Engineering), Univ. of Birmingham, Edgbaston, Birmingham B15 2TT, U.K.
John Bridgeman [email protected]
Senior Lecturer, School of Engineering (Civil Engineering), Univ. of Birmingham, Edgbaston, Birmingham B15 2TT, U.K. (corresponding author). E-mail: [email protected]

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