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dc.contributor.authorWeiping Cheng
dc.contributor.authorYawei Chen
dc.contributor.authorGang Xu
dc.date.accessioned2022-01-30T21:17:07Z
dc.date.available2022-01-30T21:17:07Z
dc.date.issued11/1/2020 12:00:00 AM
dc.identifier.other%28ASCE%29WR.1943-5452.0001298.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4267933
dc.description.abstractThe configuration of a burst detection network is fundamental to safely monitoring a water distribution network (WDN). A pipe burst event can be detected only when the effects of the burst are distinguishable from background noise in the monitoring system. A new method of optimizing pressure sensor placement is proposed to monitor pipes in cases in which burst events are likely to have severe effects. An objective function for monitoring water leakage was defined. A genetic algorithm was used to find the optimal sensor placement in the pipe monitoring network and the most economical quantity of sensors. The method was illustrated with three case studies. In each case, the optimal solution evenly distributed the sensors across the WDN, and the number of sensors was determined based on the marginal gain of an additional sensor. In the optimal configuration, monitored pipes were identified clearly.
dc.publisherASCE
dc.titleOptimizing Sensor Placement and Quantity for Pipe Burst Detection in a Water Distribution Network
dc.typeJournal Paper
dc.journal.volume146
dc.journal.issue11
dc.journal.titleJournal of Water Resources Planning and Management
dc.identifier.doi10.1061/(ASCE)WR.1943-5452.0001298
dc.page9
dc.treeJournal of Water Resources Planning and Management:;2020:;Volume ( 146 ):;issue: 011
dc.contenttypeFulltext


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