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contributor authorHailiang Shen
contributor authorEdward McBean
date accessioned2017-05-08T22:03:14Z
date available2017-05-08T22:03:14Z
date copyrightMay 2011
date issued2011
identifier other%28asce%29wr%2E1943-5452%2E0000157.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/69967
description abstractAs society looks to provide the most effective identification of possible intrusion events, issues of sensor placement in water distribution systems are drawing increased attention. A multiple objective optimization problem with two competitive objectives is formulated herein: (1) minimize time delay, and (2) maximize sensor detection redundancy. The two objectives are evaluated, based on a prebuilt database containing the array of potential intrusion events and detection information. Pareto fronts are developed to assess impacts of increasing numbers of sensors by nondominated genetic algorithm-II (NSGA-II). Further, Pareto front performance improvement of increasing numbers of sensors is quantified by average normalized Euclidean distance to identify the point of diminishing marginal return aiming to provide rationale for estimating the number of sensors needed for a water distribution system. A case study is conducted for the City of Guelph water distribution system. It is observed that increasing the numbers of sensors results in better performance on the Pareto front. The Pareto front improvement rate indicates five sensors as the point of diminishing marginal return, which provides a basis for determining the number of sensors needed for the Guelph water distribution system.
publisherAmerican Society of Civil Engineers
titlePareto Optimality for Sensor Placements in a Water Distribution System
typeJournal Paper
journal volume137
journal issue3
journal titleJournal of Water Resources Planning and Management
identifier doi10.1061/(ASCE)WR.1943-5452.0000111
treeJournal of Water Resources Planning and Management:;2011:;Volume ( 137 ):;issue: 003
contenttypeFulltext


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