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Using Mechanical Reliability in Multiobjective Optimal Meter Placement for Pipe Burst Detection

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dc.contributor.authorJung, Donghwi-
dc.contributor.authorKim, Joong Hoon-
dc.date.accessioned2021-09-02T09:17:01Z-
dc.date.available2021-09-02T09:17:01Z-
dc.date.created2021-06-16-
dc.date.issued2018-07-
dc.identifier.issn0733-9496-
dc.identifier.urihttps://scholar.korea.ac.kr/handle/2021.sw.korea/74484-
dc.description.abstractA multiobjective optimal meter placement (MOMP) model is proposed for water distribution system (WDS) pipe burst detection to (1)minimize the normalized total meter cost, (2)maximize the detection probability, (3)minimize the rate of false alarms, and (4)maximize the meter network's mechanical reliability. The mechanical reliability is a meter network's ability to continuously provide informative data/measurement even under measurement failures originating from either missing measurements for time steps or meter malfunction. A novel method for quantifying mechanical reliability is developed based on the simulation of a single-meter failure. In addition to meter locations, the optimal ratio between the pressure and pipe flow meters was identified for a predefined number of meters. The proposed MOMP model was demonstrated on two networks from the literature with different configurations, characteristics, and numbers of components. The results suggest that the proposed MOMP model should be used to determine the optimal meter location and best set of meters for high detectability and mechanical reliability of a specific network of interest.-
dc.languageEnglish-
dc.language.isoen-
dc.publisherASCE-AMER SOC CIVIL ENGINEERS-
dc.subjectWATER DISTRIBUTION-SYSTEMS-
dc.subjectSAMPLING DESIGN-
dc.subjectSENSOR PLACEMENT-
dc.subjectNETWORKS-
dc.subjectMETHODOLOGY-
dc.subjectALGORITHM-
dc.titleUsing Mechanical Reliability in Multiobjective Optimal Meter Placement for Pipe Burst Detection-
dc.typeArticle-
dc.contributor.affiliatedAuthorJung, Donghwi-
dc.contributor.affiliatedAuthorKim, Joong Hoon-
dc.identifier.doi10.1061/(ASCE)WR.1943-5452.0000953-
dc.identifier.scopusid2-s2.0-85046692729-
dc.identifier.wosid000432573100009-
dc.identifier.bibliographicCitationJOURNAL OF WATER RESOURCES PLANNING AND MANAGEMENT, v.144, no.7-
dc.relation.isPartOfJOURNAL OF WATER RESOURCES PLANNING AND MANAGEMENT-
dc.citation.titleJOURNAL OF WATER RESOURCES PLANNING AND MANAGEMENT-
dc.citation.volume144-
dc.citation.number7-
dc.type.rimsART-
dc.type.docTypeArticle-
dc.description.journalClass1-
dc.description.journalRegisteredClassscie-
dc.description.journalRegisteredClassscopus-
dc.relation.journalResearchAreaEngineering-
dc.relation.journalResearchAreaWater Resources-
dc.relation.journalWebOfScienceCategoryEngineering, Civil-
dc.relation.journalWebOfScienceCategoryWater Resources-
dc.subject.keywordPlusWATER DISTRIBUTION-SYSTEMS-
dc.subject.keywordPlusSAMPLING DESIGN-
dc.subject.keywordPlusSENSOR PLACEMENT-
dc.subject.keywordPlusNETWORKS-
dc.subject.keywordPlusMETHODOLOGY-
dc.subject.keywordPlusALGORITHM-
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