Chapter
Apr 26, 2012

Characterizing Reactive Contaminant Sources in a Water Distribution System

Publication: World Environmental and Water Resources Congress 2009: Great Rivers

Abstract

Accurate knowledge of the characteristics of the contamination source during a contamination event is necessary for development of any mitigation and control strategy. Contaminant injected in a system is most likely to be reactive with chlorine; however, it is impractical for water quality monitoring systems to be able to monitor for the presence of all possible contaminants. In any distribution system, chlorine levels and other water quality parameters (pH, conductance, etc.) are routinely monitored to maintain the prescribed disinfection capacity. Any reactive contaminant would affect the chlorine levels resulting in deviations in the expected chlorine levels from those expected under normal operating conditions. Anomalies in the chlorine concentration from that of the expected value can be used as a surrogate to characterize the contaminant source in the system. In the absence of knowing the reactive characteristics of the contaminants, the location of injection, and injection pattern, source identification becomes a difficult problem to solve. Source identification can be posed as an inverse problem. In earlier work authors investigated the effect of the order of reaction kinetics of the contaminant with chlorine and its impact on source identification problem assuming the reaction kinetics to be known. That work is extended to investigate a methodology to address the source identification problem based on chlorine measurements, and the effects of different uncertain contamination conditions. Findings from a range of scenarios will be presented and discussed.

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Go to World Environmental and Water Resources Congress 2009
World Environmental and Water Resources Congress 2009: Great Rivers
Pages: 1 - 6

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Published online: Apr 26, 2012

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Jitendra Kumar [email protected]
Department of Civil, Construction and Environmental Engineering North Carolina State University, Raleigh, NC, USA. E-mail: [email protected]
E. Downey Brill [email protected]
Department of Civil, Construction and Environmental Engineering North Carolina State University, Raleigh, NC, USA. E-mail: [email protected]
G Mahinthakumar [email protected]
Department of Civil, Construction and Environmental Engineering North Carolina State University, Raleigh, NC, USA. E-mail: [email protected]
Ranji Ranjithan [email protected]
Department of Civil, Construction and Environmental Engineering North Carolina State University, Raleigh, NC, USA. E-mail: [email protected]

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