Please use this identifier to cite or link to this item:
http://hdl.handle.net/10397/109939
DC Field | Value | Language |
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dc.contributor | Department of Building and Real Estate | - |
dc.creator | Taiwo, R | - |
dc.creator | Yussif, AM | - |
dc.creator | Ben Seghier, MEA | - |
dc.creator | Zayed, T | - |
dc.date.accessioned | 2024-11-20T07:30:27Z | - |
dc.date.available | 2024-11-20T07:30:27Z | - |
dc.identifier.uri | http://hdl.handle.net/10397/109939 | - |
dc.language.iso | en | en_US |
dc.publisher | Ain Shams University * Faculty of Engineering | en_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.rights | The 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.subject | Ensemble learning | en_US |
dc.subject | Machine learning | en_US |
dc.subject | SHAP | en_US |
dc.subject | Wall thickness | en_US |
dc.subject | Water pipelines | en_US |
dc.title | Explainable ensemble models for predicting wall thickness loss of water pipes | en_US |
dc.type | Journal/Magazine Article | en_US |
dc.identifier.volume | 15 | - |
dc.identifier.issue | 4 | - |
dc.identifier.doi | 10.1016/j.asej.2024.102630 | - |
dcterms.abstract | Water 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.accessRights | open access | en_US |
dcterms.bibliographicCitation | Ain Shams engineering journal, Apr. 2024, v. 15, no. 4, 102630 | - |
dcterms.isPartOf | Ain Shams engineering journal | - |
dcterms.issued | 2024-04 | - |
dc.identifier.scopus | 2-s2.0-85184675398 | - |
dc.identifier.eissn | 2090-4479 | - |
dc.identifier.artn | 102630 | - |
dc.description.validate | 202411 bcch | - |
dc.description.oa | Version of Record | en_US |
dc.identifier.FolderNumber | OA_Scopus/WOS | en_US |
dc.description.fundingSource | Others | en_US |
dc.description.fundingText | Innovation 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 University | en_US |
dc.description.pubStatus | Published | en_US |
dc.description.oaCategory | CC | en_US |
Appears in Collections: | Journal/Magazine Article |
Files in This Item:
File | Description | Size | Format | |
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1-s2.0-S2090447924000054-main.pdf | 5.32 MB | Adobe PDF | View/Open |
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