Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/108576
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dc.contributorDepartment of Building and Real Estate-
dc.creatorTaiwo, R-
dc.creatorZayed, T-
dc.creatorBen Seghier, MEA-
dc.date.accessioned2024-08-19T01:59:11Z-
dc.date.available2024-08-19T01:59:11Z-
dc.identifier.issn1110-0168-
dc.identifier.urihttp://hdl.handle.net/10397/108576-
dc.language.isoenen_US
dc.publisherAlexandria Universityen_US
dc.rights© 2023 The Author(s). Published by Elsevier BV on behalf of Faculty of Engineering, Alexandria University This is an open access article under the CC BY license (http://creativecommons.org/licenses/by/4.0/).en_US
dc.rightsThe following publication Taiwo, R., Zayed, T., & Ben Seghier, M. E. A. (2024). Integrated intelligent models for predicting water pipe failure probability. Alexandria Engineering Journal, 86, 243-257 is available at https://doi.org/10.1016/j.aej.2023.11.047.en_US
dc.subjectFailure probabilityen_US
dc.subjectGenetic algorithmen_US
dc.subjectLogistic regressionen_US
dc.subjectMachine learningen_US
dc.subjectSHapley Additive exPlanationsen_US
dc.subjectWater distribution networken_US
dc.titleIntegrated intelligent models for predicting water pipe failure probabilityen_US
dc.typeJournal/Magazine Articleen_US
dc.identifier.spage243-
dc.identifier.epage257-
dc.identifier.volume86-
dc.identifier.doi10.1016/j.aej.2023.11.047-
dcterms.abstractSustainable management of water distribution networks (WDNs) is essential to ensure the continuous supply of water. However, the water pipes in WDNs often experience unprecedented failure, which causes disruption in services, flooding, increased maintenance costs, and reduced water quality. Although researchers have developed models to predict the failure of water pipes, the literature lacks fully optimized and robust models. Therefore, this study proposes a new methodology to develop optimized models for predicting the failure probability of water pipes by fusing logistic regression with genetic algorithms. The methodology was applied to the data of the Hong Kong WDN, and experiments were conducted to optimize the hyperparameters and features of logistic regression models. The performance of the proposed methodology is evaluated using five key metrics: accuracy, precision, recall, F1 score, and Area Under the Curve (AUC). The results show significant improvement over conventional approaches, with the best model achieving an F1 score of 0.868 and an AUC of 0.944. These results show that the model can effectively predict the failure probability of water pipes. The relative contribution of each feature to the model's outcome was investigated using the SHapley Additive exPlanations. Additionally, a web application based on the proposed methodology in this study was developed for Hong Kong that other water utility management can benefit from, which can facilitate reliable decision-making for the management of WDNs.-
dcterms.accessRightsopen accessen_US
dcterms.bibliographicCitationAlexandria engineering journal, Jan. 2024, v. 86, 243-257-
dcterms.isPartOfAlexandria engineering journal-
dcterms.issued2024-01-
dc.identifier.scopus2-s2.0-85178666908-
dc.identifier.eissn2090-2670-
dc.description.validate202408 bcch-
dc.description.oaVersion of Recorden_US
dc.identifier.FolderNumberOA_Scopus/WOSen_US
dc.description.fundingSourceOthersen_US
dc.description.fundingTextInnovation and Technology Fund (Innovation and Technology Support Programme (ITSP)); Water Supplies Department of the Hong Kong Special Administrative Region; European Union’s Horizon 2021 research and innovation programme under the Marie Sklodowska-Curie project; Oslo Metropolitan Universityen_US
dc.description.pubStatusPublisheden_US
dc.description.oaCategoryCCen_US
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