Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/102403
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dc.contributorDepartment of Civil and Environmental Engineering-
dc.creatorHuang, Yen_US
dc.creatorZheng, Fen_US
dc.creatorKapelan, Zen_US
dc.creatorSavic, Den_US
dc.creatorDuan, HFen_US
dc.creatorZhang, Qen_US
dc.date.accessioned2023-10-26T07:18:08Z-
dc.date.available2023-10-26T07:18:08Z-
dc.identifier.issn0043-1397en_US
dc.identifier.urihttp://hdl.handle.net/10397/102403-
dc.language.isoenen_US
dc.publisherWiley-Blackwellen_US
dc.rights© 2020. American Geophysical Union. All Rights Reserved.en_US
dc.rightsThe following publication Huang, Y., Zheng, F., Kapelan, Z., Savic, D., Duan, H.-F., & Zhang, Q. (2020). Efficient leak localization in water distribution systems using multistage optimal valve operations and smart demand metering. Water Resources Research, 56(10), e2020WR028285 is available at https://doi.org/10.1029/2020WR028285.en_US
dc.subjectLeak localizationen_US
dc.subjectSmart demand meteringen_US
dc.subjectValve operationsen_US
dc.subjectWater balance analysisen_US
dc.subjectWater distribution systemen_US
dc.titleEfficient leak localization in water distribution systems using multistage optimal valve operations and smart demand meteringen_US
dc.typeJournal/Magazine Articleen_US
dc.identifier.volume56en_US
dc.identifier.issue10en_US
dc.identifier.doi10.1029/2020WR028285en_US
dcterms.abstractThis paper proposes a multistage method for burst leak localization through valve operations (VOs) and smart demand metering in district meter areas (DMAs) of water distribution systems (WDSs). Each stage includes partitioning of the DMA into two subregions using VOs and identification of potentially leaking pipes within the subregions through water balance analysis based on smart demand meters. Such a process is performed repeatedly (multiple stages) to narrow down the spatial range for pinpointing leak locations. To improve efficiency, a bisection optimization problem is formulated to localize the minimum leak areas using the lowest number of VOs, which is solved by a graph theory-based method. The utility of the proposed method is demonstrated using two DMAs (DMA1 and DMA2) of a real WDS with different topological properties. Results show that the proposed method can efficiently localize artificial burst leaks in DMA1 within 7–15% of the total pipe length, implying that the proposed method is theoretically effective in localizing pipe burst leaks. The real application to DMA2 has identified two leak regions with 2.3 and 4.2 km of pipe length (around 3–6% of the entire DMA2) using 18 VOs. These two burst leaks have been subsequently confirmed and pinpointed using listening rods by practitioners of the local water utility. These results indicate that the proposed multistage method is effective and efficient for burst leak localization, which can be promising for wide practical applications due to rapid developments of smart WDSs (e.g., smart demand meters or control valves).-
dcterms.accessRightsopen accessen_US
dcterms.bibliographicCitationWater resources research, Oct. 2020, v. 56, no. 10, e2020WR028285en_US
dcterms.isPartOfWater resources researchen_US
dcterms.issued2020-10-
dc.identifier.scopus2-s2.0-85093919027-
dc.identifier.eissn1944-7973en_US
dc.identifier.artne2020WR028285en_US
dc.description.validate202310 bcch-
dc.description.oaVersion of Recorden_US
dc.identifier.FolderNumberCEE-0678-
dc.description.fundingSourceOthersen_US
dc.description.fundingTextNational Natural Science Foundation of China; Excellent Youth Natural Science Foundation of Zhejiang Province, Chinaen_US
dc.description.pubStatusPublisheden_US
dc.identifier.OPUS37782699-
dc.description.oaCategoryVoR alloweden_US
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