Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/97567
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dc.contributorDepartment of Building and Real Estate-
dc.creatorKarimian, Fen_US
dc.creatorKaddoura, Ken_US
dc.creatorZayed, Ten_US
dc.creatorHawari, Aen_US
dc.creatorMoselhi, Oen_US
dc.date.accessioned2023-03-06T01:20:11Z-
dc.date.available2023-03-06T01:20:11Z-
dc.identifier.issn1949-1190en_US
dc.identifier.urihttp://hdl.handle.net/10397/97567-
dc.language.isoenen_US
dc.publisherAmerican Society of Civil Engineersen_US
dc.rights© 2020 American Society of Civil Engineersen_US
dc.rightsThis material may be downloaded for personal use only. Any other use requires prior permission of the American Society of Civil Engineers. This material may be found at https://doi.org/10.1061/(ASCE)PS.1949-1204.0000511.en_US
dc.subjectAsset managementen_US
dc.subjectEvolutionary polynomial regressionen_US
dc.subjectLevels of serviceen_US
dc.subjectPredictionen_US
dc.subjectWater pipelinesen_US
dc.titlePrediction of breaks in municipal drinking water linear assetsen_US
dc.typeJournal/Magazine Articleen_US
dc.identifier.volume12en_US
dc.identifier.issue1en_US
dc.identifier.doi10.1061/(ASCE)PS.1949-1204.0000511en_US
dcterms.abstractImproper asset management practices increase the probability of water main failures due to inactive intervention actions. The annual number of breaks of each pipe segment is known as one of the most important criteria for the condition assessment of water pipelines. This metric is also considered one of the major performance measures in levels of service (LoS) studies. In an effort to maximize the benefits of historical data, this research utilized the evolutionary polynomial regression (EPR) method in determining the best mathematical expression for predicting water pipeline failures. The prediction model was trained and tested on the city of Montreal water network. After determining the best independent variables through the best subset regression, pipelines were clustered based on their attributes (length, diameter, age, and material). The majority of the models provided high R2 values, but the highest performing model's R2 was 89.35%. Further, a sensitivity analysis was also performed and showed that the most sensitive parameter was the diameter, and the most sensitive material type to age was ferrous material. The tools and stages performed in this research showed promising results in predicting the expected water main failures using four different asset attributes. Therefore, this research can be implemented in asset management best practices and in LoS performance measures to predict the number of water pipeline failures. To further improve the prediction model, additional explanatory variables could be considered along with leveraging multiple artificial intelligence tools.-
dcterms.accessRightsopen accessen_US
dcterms.bibliographicCitationJournal of pipeline systems engineering and practice, Feb. 2022, v. 12, no. 1, 4020060en_US
dcterms.isPartOfJournal of pipeline systems engineering and practiceen_US
dcterms.issued2021-02-
dc.identifier.scopus2-s2.0-85092314201-
dc.identifier.eissn1949-1204en_US
dc.identifier.artn4020060en_US
dc.description.validate202303 bcww-
dc.description.oaAccepted Manuscripten_US
dc.identifier.FolderNumberBRE-0126-
dc.description.fundingSourceSelf-fundeden_US
dc.description.pubStatusPublisheden_US
dc.identifier.OPUS38981452-
dc.description.oaCategoryGreen (AAM)en_US
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