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dc.contributor.authorWilhelmsen, Nils Christian Aars
dc.contributor.authorAamo, Ole Morten
dc.date.accessioned2023-03-15T13:15:21Z
dc.date.available2023-03-15T13:15:21Z
dc.date.created2023-01-12T08:30:54Z
dc.date.issued2022
dc.identifier.issn0743-1546
dc.identifier.urihttps://hdl.handle.net/11250/3058462
dc.description.abstractWe consider the problem of leak detection, size estimation and localization of leaks in a water distribution network with ring topology, with flow and pressure measurements taken at junctions only. The pipeline system is mapped into an interconnection (cascade) of 2×2 linear hyperbolic systems with an unknown scalar additive boundary parameter coming into the far end of the last PDE system. Using an output signal from the opposite end of the interconnection constructed from known signals, an adaptive observer for estimating the PDE states as well as the unknown additive boundary parameter is designed. The pipeline in which the leakage has occurred is then identified and the total leak size and leak distribution are estimated independently. Provided they occur sufficiently spaced in time, any number of point leaks can be located in the network.en_US
dc.language.isoengen_US
dc.publisherIEEEen_US
dc.titleLeak detection, size estimation and localization in water distribution networks containing loopsen_US
dc.title.alternativeLeak detection, size estimation and localization in water distribution networks containing loopsen_US
dc.typePeer revieweden_US
dc.typeJournal articleen_US
dc.description.versionpublishedVersionen_US
dc.rights.holderThis version will not be available due to the publisher's copyright.en_US
dc.source.journalIEEE Conference on Decision and Control. Proceedingsen_US
dc.identifier.doi10.1109/CDC51059.2022.9993208
dc.identifier.cristin2105468
cristin.ispublishedtrue
cristin.fulltextoriginal
cristin.qualitycode1


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