Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/109939
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dc.contributorDepartment of Building and Real Estate-
dc.creatorTaiwo, R-
dc.creatorYussif, AM-
dc.creatorBen Seghier, MEA-
dc.creatorZayed, T-
dc.date.accessioned2024-11-20T07:30:27Z-
dc.date.available2024-11-20T07:30:27Z-
dc.identifier.urihttp://hdl.handle.net/10397/109939-
dc.language.isoenen_US
dc.publisherAin Shams University * Faculty of Engineeringen_US
dc.rights© 2024 THE AUTHORS. Published by Elsevier BV on behalf of Faculty of Engineering, Ain Shams University. This is an open access article under the CC BY-NC-ND license (http://creativecommons.org/licenses/by-nc-nd/4.0/).en_US
dc.rightsThe following publication Taiwo, R., Yussif, A.-M., Ben Seghier, M. E. A., & Zayed, T. (2024). Explainable ensemble models for predicting wall thickness loss of water pipes. Ain Shams Engineering Journal, 15(4), 102630 is available at https://doi.org/10.1016/j.asej.2024.102630.en_US
dc.subjectEnsemble learningen_US
dc.subjectMachine learningen_US
dc.subjectSHAPen_US
dc.subjectWall thicknessen_US
dc.subjectWater pipelinesen_US
dc.titleExplainable ensemble models for predicting wall thickness loss of water pipesen_US
dc.typeJournal/Magazine Articleen_US
dc.identifier.volume15-
dc.identifier.issue4-
dc.identifier.doi10.1016/j.asej.2024.102630-
dcterms.abstractWater Distribution Networks (WDNs) are susceptible to pipe failures with significant consequences. Predicting wall-thickness loss in pipes is vital for proactive maintenance and asset management. This study develops optimized, explainable machine learning models for this purpose. Data from four WDNs located in Canada and the USA are collected and preprocessed. Decision Tree, Random Forest (RF), XGBoost, LightGBM, and CatBoost are employed, with optimized hyperparameters via Tree-Structured Parzen Estimator. The proposed framework performance is assessed using dissimilarity-based and similarity-based metrics. Hyperparameter optimization substantially enhances predictive performance such that the mean absolute error of RF improved by 20.51%. Based on the evaluation metrics, the Copeland algorithm was employed to rank the models, and CatBoost emerged as the best-performing model with a Copeland score of 4, followed by XGBoost and RF. The Taylor Diagram offers a visual representation of the linear proportionality between observed and predicted values across various models, with CatBoost and XGBoost showing strong alignment. SHAP analysis identifies age, diameter, and length as key contributors. The optimized models proactively identify potential pipe failures, enhancing maintenance and WDN management.-
dcterms.accessRightsopen accessen_US
dcterms.bibliographicCitationAin Shams engineering journal, Apr. 2024, v. 15, no. 4, 102630-
dcterms.isPartOfAin Shams engineering journal-
dcterms.issued2024-04-
dc.identifier.scopus2-s2.0-85184675398-
dc.identifier.eissn2090-4479-
dc.identifier.artn102630-
dc.description.validate202411 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; Marie Sklodowska-Curie; APC by Oslo Metropolitan Universityen_US
dc.description.pubStatusPublisheden_US
dc.description.oaCategoryCCen_US
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