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dc.contributor.authorYuanyang Liu
dc.contributor.authorFilippo Pecci
dc.contributor.authorIvan Stoianov
dc.date.accessioned2026-02-16T21:21:47Z
dc.date.available2026-02-16T21:21:47Z
dc.date.copyright2025/05/01
dc.date.issued2025
dc.identifier.otherJWRMD5.WRENG-6570.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4309091
dc.description.abstractIn this paper, two novel hydraulic model–based leak localization methods are presented and investigated. These are the iterative regularized inverse method (IRIM) and the tuned sensitivity matrix method (TSMM). Sequential parameter tuning techniques were developed for both methods with the goal of identifying a practically viable search area that includes the location of the leak. The null space method was implemented in calculating the sensitivity matrix for the TSMM, which enhances computational speed and addresses matrix singularity. New performance metrics were introduced to assess the effectiveness of the leak localization methods. The developed leak localization methods were benchmarked against the original regularized inverse method (RIM) and sensitivity matrix method (SMM) through a numerical case study. The results show that the proposed hydraulic model–based methods with sequential parameter tuning outperform the original methods in all performance metrics.
dc.publisherAmerican Society of Civil Engineers
dc.titleHydraulic Model–Based Methods with Sequential Parameter Tuning for Localizing Leaks in Water Supply Networks
dc.typeJournal Article
dc.journal.volume151
dc.journal.issue5
dc.journal.titleJournal of Water Resources Planning and Management
dc.identifier.doi10.1061/JWRMD5.WRENG-6570
dc.journal.fristpage04025009-1
dc.journal.lastpage04025009-18
dc.page18
dc.treeJournal of Water Resources Planning and Management:;2025:;Volume ( 151 ):;issue: 005
dc.contenttypeFulltext


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