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dc.contributor.authorSophocleous, S
dc.contributor.authorSavić, D
dc.contributor.authorKapelan, Z
dc.date.accessioned2019-06-04T12:47:42Z
dc.date.issued2019-04-26
dc.description.abstractThis research article presents a model-based framework for detecting and localizing leaks in water distribution networks (WDNs). The framework uses optimization and systematic search space reduction. The method employs two stages: (1) the search space reduction (SSR) stage and (2) the leakage detection and localization stage (LDL). During SSR, the number of decision variables is reduced along with the range of possible values, while trying to preserve the optimum solution. Then, at the LDL stage, the size and area of a leak are found. The leak localization method is formulated as an optimization problem, which identifies leakage node locations and their associated emitter coefficients. This is achieved such that the differences between the simulated and field-observed values for pressure head and flow are minimized. The optimization problem is solved by using a genetic algorithm. A model that has already been calibrated at least according to threshold standards is necessary for this methodology. Two case studies are discussed in this paper including a real WDN example with artificially generated data, which investigated the limits of this method. The second case study is a real water system in the United Kingdom, where the method was implemented to detect a leak event that actually happened. The results suggest that leaks that cause a hydraulic impact larger than the sensor data error can be detected and localized with this method. The real case outcome shows that the presented method can reduce the search area for finding the leak to within 10% of the WDN (by length). The method can also contribute to more timely detection and localization of leakage hotspots, thus reducing economic and environmental impacts. The optimization model for predicting leakage hotspots can be effective despite the recognized challenges of model calibration and physical measurement limitations from the pressure and flow field tests.en_GB
dc.description.sponsorshipEngineering and Physical Sciences Research Council (EPSRC)en_GB
dc.description.sponsorshipSevern Trent Water Ltd.en_GB
dc.description.sponsorshipWITS Consult Ltd.en_GB
dc.identifier.citationVol. 145 (7), article 04019024en_GB
dc.identifier.doi10.1061/(ASCE)WR.1943-5452.0001079
dc.identifier.grantnumberEP/L015412/1en_GB
dc.identifier.urihttp://hdl.handle.net/10871/37364
dc.language.isoenen_GB
dc.publisherAmerican Society of Civil Engineers (ASCE)en_GB
dc.rights© 2019 American Society of Civil Engineersen_GB
dc.subjectLeakageen_GB
dc.subjectCase studiesen_GB
dc.subjectPhysical modelsen_GB
dc.subjectPressurized flowen_GB
dc.subjectDetection methodsen_GB
dc.subjectOptimization modelsen_GB
dc.subjectWater supply systemsen_GB
dc.subjectHydraulic modelsen_GB
dc.subjectUnited Kingdomen_GB
dc.subjectEuropeen_GB
dc.titleLeak Localization in a Real Water Distribution Network Based on Search-Space Reductionen_GB
dc.typeArticleen_GB
dc.date.available2019-06-04T12:47:42Z
dc.identifier.issn0733-9496
dc.descriptionThis is the author accepted manuscript. The final version is available from ASCE via the DOI in this recorden_GB
dc.identifier.journalJournal of Water Resources Planning and Managementen_GB
dc.rights.urihttp://www.rioxx.net/licenses/all-rights-reserveden_GB
dcterms.dateAccepted2018-11-30
rioxxterms.versionAMen_GB
rioxxterms.licenseref.startdate2019-04-26
rioxxterms.typeJournal Article/Reviewen_GB
refterms.dateFCD2019-06-04T12:45:05Z
refterms.versionFCDAM
refterms.dateFOA2019-06-04T12:47:47Z
refterms.panelBen_GB


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