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dc.contributor.authorCharles Hammond
dc.contributor.authorJiancang Zhuang
dc.contributor.authorCasey LeBlanc
dc.contributor.authorSarah Rahimi-Ardabily
dc.contributor.authorTao Zhang
dc.contributor.authorRobert Good
dc.contributor.authorFrank Loge
dc.date.accessioned2024-12-24T10:09:28Z
dc.date.available2024-12-24T10:09:28Z
dc.date.copyright10/1/2024 12:00:00 AM
dc.date.issued2024
dc.identifier.otherJWRMD5.WRENG-6432.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4298404
dc.description.abstractStatistical water main failure models that improve our understanding of main breaks may help water utilities allocate resources more efficiently. A variety of statistical models have been developed, but few actively seek to replicate empirical main break behavior. Furthermore, the prevailing conceptual model of how failure risk changes over the lifetime of a water main, which includes self-excitation, is based on limited empirical evidence. We investigate self-excitation and pipe aging behavior using data describing a large cohort of water mains, present a statistical model that includes self-excitation, and compare the performance of several published models both with and without self-excitation. The failure data suggest that temporal clustering is occurring, which may be caused by self-excitation; however, the modeling results suggest that including self-excitation in failure models may not be worth the additional required resources. Researchers and practitioners should investigate their data and assess their specific goals and available resources to determine which modeling approach is most appropriate.
dc.publisherAmerican Society of Civil Engineers
dc.titleConceptual Water Main Failure Risk: Self-Excitation, Pipe Age, and Statistical Modeling Performance
dc.typeJournal Article
dc.journal.volume150
dc.journal.issue10
dc.journal.titleJournal of Water Resources Planning and Management
dc.identifier.doi10.1061/JWRMD5.WRENG-6432
dc.journal.fristpage04024042-1
dc.journal.lastpage04024042-11
dc.page11
dc.treeJournal of Water Resources Planning and Management:;2024:;Volume ( 150 ):;issue: 010
dc.contenttypeFulltext


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