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dc.contributor.authorHayslep, M
dc.contributor.authorKeedwell, E
dc.contributor.authorFarmani, R
dc.contributor.authorPocock, J
dc.date.accessioned2024-09-03T09:15:12Z
dc.date.issued2024-06-13
dc.date.updated2024-09-02T15:56:30Z
dc.description.abstractBoth minimum night flow (MNF) and pipe failures are common ways of understanding leakage within water distribution networks (WDNs). This article takes a data-driven approach and applies linear models, random forests, and neural networks to MNF and pipe failure prediction. First, models are trained to estimate the historic average MNF for over 800 real-world DMAs from the UK. Features for this problem are constructed from pipe records which detail the length, diameter, volume, age, material, and number of customer connections of each pipe. The results show that 65% of the variation in historic average MNF can be explained using these factors alone. Second, a novel method is proposed to deconstruct the models’ predictions into a leakage contribution score (LCS), estimating how each individual pipe in a DMA has contributed to the MNF. In order to validate this novel approach, the LCS values are used to classify pipes based on historic pipe failure and are compared against models directly trained for this. The results show that the LCS performs well at this task, achieving an AUC of 0.71. In addition, it is shown that both LCS and directly trained models agree in many cases on an example real-world DMA.en_GB
dc.description.sponsorshipSouth West Wateren_GB
dc.description.sponsorshipUniversity of Exeter Centre for Resilience, Environment, Water and Waste (CREWW).en_GB
dc.format.extent1490-1504
dc.identifier.citationVol. 26(7), pp. 1490-1504en_GB
dc.identifier.doihttps://doi.org/10.2166/hydro.2024.204
dc.identifier.urihttp://hdl.handle.net/10871/137316
dc.identifierORCID: 0000-0002-0767-0619 (Hayslep, Matthew)
dc.identifierORCID: 0000-0003-3650-6487 (Keedwell, Edward)
dc.identifierORCID: 0000-0001-8148-0488 (Farmani, Raziyeh)
dc.language.isoenen_GB
dc.publisherIWA Publishingen_GB
dc.rights© 2024 The Authors. This is an Open Access article distributed under the terms of the Creative Commons Attribution Licence (CC BY 4.0), which permits copying, adaptation and redistribution, provided the original work is properly cited (http://creativecommons.org/licenses/by/4.0/).en_GB
dc.subjectclassificationen_GB
dc.subjectmachine learningen_GB
dc.subjectminimum night flowen_GB
dc.subjectpipe failureen_GB
dc.subjectregressionen_GB
dc.subjectwater distribution networken_GB
dc.titleAn explainable machine learning approach to the prediction of pipe failure using minimum night flowen_GB
dc.typeArticleen_GB
dc.date.available2024-09-03T09:15:12Z
dc.identifier.issn1464-7141
dc.descriptionThis is the final version. Available on open access from IWA Publishing via the DOI in this recorden_GB
dc.descriptionData availability statement: Data cannot be made publicly available; readers should contact the corresponding author for details.en_GB
dc.identifier.eissn1465-1734
dc.identifier.journalJournal of Hydroinformaticsen_GB
dc.rights.urihttps://creativecommons.org/licenses/by/4.0/en_GB
dcterms.dateAccepted2024-06-03
rioxxterms.versionVoRen_GB
rioxxterms.licenseref.startdate2024-06-13
rioxxterms.typeJournal Article/Reviewen_GB
refterms.dateFCD2024-09-03T09:13:09Z
refterms.versionFCDVoR
refterms.panelBen_GB
refterms.dateFirstOnline2024-06-13


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© 2024 The Authors. This is an Open Access article distributed under the terms of the Creative Commons Attribution Licence (CC BY 4.0), which permits copying, adaptation and redistribution, provided the original work is properly cited (http://creativecommons.org/licenses/by/4.0/).
Except where otherwise noted, this item's licence is described as © 2024 The Authors. This is an Open Access article distributed under the terms of the Creative Commons Attribution Licence (CC BY 4.0), which permits copying, adaptation and redistribution, provided the original work is properly cited (http://creativecommons.org/licenses/by/4.0/).