Disinfection and distribution system management of chloraminated systems can be a challenging task for water operators due to the complexity of chloramine chemistry. Formation of chloramines and maintenance of a suitable disinfection environment requires careful control of several operational parameters at the plant and at different locations along the distribution system. A mathematical model to simulate different disinfection conditions, based on chemical equilibrium and kinetic calculations, both at the point of chemical dosing and downstream in the distribution system, was developed. Common operational parameters for chloraminated systems, such as initial chemical dosages and the chlorine to ammonia ratio, were assessed. In addition, simulations of some selected operational strategies, such as breakpoint chlorination and dosing control strategies (feed-back and feed-forward) at a re-dosing station, were conducted and assessed. This modelling approach can be used as a decision support tool for water treatment operators to manage and maintain disinfection.
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August 2013
This article was originally published in
Journal of Water Supply: Research and Technology-Aqua
Article Contents
Research Article|
August 01 2013
Kinetic modelling approach as a decision support tool for chloraminated distribution systems
Gregory Gnos;
Gregory Gnos
1Australian Water Quality Centre, SA Water, 250 Victoria Square, Adelaide, South Australia, 5000, Australia
2SA Water Centre for Water Management and Reuse, University of South Australia, Mawson Lakes, 5095, Australia
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Lise Cruveiller;
Lise Cruveiller
1Australian Water Quality Centre, SA Water, 250 Victoria Square, Adelaide, South Australia, 5000, Australia
2SA Water Centre for Water Management and Reuse, University of South Australia, Mawson Lakes, 5095, Australia
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Christopher W. K. Chow;
1Australian Water Quality Centre, SA Water, 250 Victoria Square, Adelaide, South Australia, 5000, Australia
2SA Water Centre for Water Management and Reuse, University of South Australia, Mawson Lakes, 5095, Australia
E-mail: [email protected]
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Rolando Fabris;
Rolando Fabris
1Australian Water Quality Centre, SA Water, 250 Victoria Square, Adelaide, South Australia, 5000, Australia
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Ralph Henderson;
Ralph Henderson
3Water Corporation, 629 Newcastle Street, Leederville, Western Australia 6007, Australia
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Dennis Mulcahy
Dennis Mulcahy
2SA Water Centre for Water Management and Reuse, University of South Australia, Mawson Lakes, 5095, Australia
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Journal of Water Supply: Research and Technology-Aqua (2013) 62 (5): 255–267.
Article history
Received:
July 11 2012
Accepted:
May 17 2013
Citation
Gregory Gnos, Lise Cruveiller, Christopher W. K. Chow, Rolando Fabris, Ralph Henderson, Dennis Mulcahy; Kinetic modelling approach as a decision support tool for chloraminated distribution systems. Journal of Water Supply: Research and Technology-Aqua 1 August 2013; 62 (5): 255–267. doi: https://doi.org/10.2166/aqua.2013.100
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