Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/103323
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dc.contributorDepartment of Building and Real Estateen_US
dc.creatorEl-Abbasy, MSen_US
dc.creatorZayed, Ten_US
dc.creatorEl Chanati, Hen_US
dc.creatorMosleh, Fen_US
dc.creatorSenouci, Aen_US
dc.creatorAl-Derham, Hen_US
dc.date.accessioned2023-12-11T00:33:09Z-
dc.date.available2023-12-11T00:33:09Z-
dc.identifier.issn1573-2479en_US
dc.identifier.urihttp://hdl.handle.net/10397/103323-
dc.language.isoenen_US
dc.publisherTaylor & Francisen_US
dc.rights© 2019 Informa UK Limited, trading as Taylor & Francis Groupen_US
dc.rightsThis is an Accepted Manuscript of an article published by Taylor & Francis in Structure and Infrastructure Engineering on 12 Apr 2019 (published online), available at: http://www.tandfonline.com/10.1080/15732479.2019.1599965.en_US
dc.subjectDeterioration patternsen_US
dc.subjectFuzzy analytic network processen_US
dc.subjectMonte-Carlo simulationen_US
dc.subjectWater pipelinesen_US
dc.titleSimulation-based deterioration patterns of water pipelinesen_US
dc.typeJournal/Magazine Articleen_US
dc.identifier.spage965en_US
dc.identifier.epage982en_US
dc.identifier.volume15en_US
dc.identifier.issue7en_US
dc.identifier.doi10.1080/15732479.2019.1599965en_US
dcterms.abstractWater pipelines deteriorate overtime due to several distressing factors. To keep water pipelines in good condition, municipalities need to use reliable and credible deterioration models and inspection plans to better manage their rehabilitation and maintenance. Thus, this paper presents the development of deterioration models and patterns of water pipelines. The deterioration models consider different water pipe sizes and materials as well as different surrounding environmental conditions which affect their deterioration rates. As a prerequisite to the development of such deterioration models, a condition assessment model for water pipelines was first developed. Questionnaires were distributed among experts to determine the weights of the factors affecting water pipeline conditions using the fuzzy analytic network process. Monte-Carlo simulation was used to account for the large uncertainties of the calculated weights in the development of the condition assessment model. The validation of the model, which was performed using historical data, yielded an average validity percentage of 93.59%. The developed models are expected to help municipalities and decision makers to accurately plan for future water pipelines maintenance and rehabilitation activities based on their different deterioration patterns. It takes into consideration both the uncertainties at the initial stage and those accumulated during the calculation process.en_US
dcterms.accessRightsopen accessen_US
dcterms.bibliographicCitationStructure and infrastructure engineering, 2019, v. 15, no. 7, p. 965-982en_US
dcterms.isPartOfStructure and infrastructure engineeringen_US
dcterms.issued2019-
dc.identifier.scopus2-s2.0-85064513685-
dc.identifier.eissn1744-8980en_US
dc.description.validate202312 bcchen_US
dc.description.oaAccepted Manuscripten_US
dc.identifier.FolderNumberBRE-0557-
dc.description.fundingSourceOthersen_US
dc.description.fundingTextQatar National Research Fund (QNRF)en_US
dc.description.pubStatusPublisheden_US
dc.identifier.OPUS24313727-
dc.description.oaCategoryGreen (AAM)en_US
Appears in Collections:Journal/Magazine Article
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