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contributor authorAnnie Poulin
contributor authorAlain Mailhot
contributor authorPatrice Grondin
contributor authorLouis Delorme
contributor authorNathalie Periche
contributor authorJean-Pierre Villeneuve
date accessioned2017-05-08T21:08:23Z
date available2017-05-08T21:08:23Z
date copyrightSeptember 2008
date issued2008
identifier other%28asce%290733-9496%282008%29134%3A5%28457%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/40180
description abstractThis paper introduces a simple topological approach to systematize the isolation of contaminated areas within the pressure zones of drinking water distribution systems (DWDSs). Assuming optimal location of contaminant detectors and known flow conditions, a heuristic procedure delineates the area to be isolated and identifies the valves to be closed by response teams sent in the field, taking into account a response delay from the time of first detection. As a first step leading to the development of a more comprehensive algorithmic application, the approach was elaborated and validated from a pragmatic perspective using two real-world DWDSs. Depending on each network’s design, configuration, and assumed flow conditions, application of the isolation procedure will result in different isolation strategies (extent of isolated areas, number of required isolation valves). The current approach is based on a set of simplifying assumptions, and needs to be further validated with other networks. The proposed methodology can be used to assess the required emergency response capabilities and even possible network design improvements.
publisherAmerican Society of Civil Engineers
titleHeuristic Approach for Operational Response to Drinking Water Contamination
typeJournal Paper
journal volume134
journal issue5
journal titleJournal of Water Resources Planning and Management
identifier doi10.1061/(ASCE)0733-9496(2008)134:5(457)
treeJournal of Water Resources Planning and Management:;2008:;Volume ( 134 ):;issue: 005
contenttypeFulltext


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