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dc.contributor.authorHuang, Kochinen_US
dc.contributor.authorChuo, Paulen_US
dc.contributor.authorLin, Kim-loongen_US
dc.contributor.authorYu, Mengsyuen_US
dc.contributor.authorHuang, Chihpinen_US
dc.date.accessioned2019-09-02T07:46:18Z-
dc.date.available2019-09-02T07:46:18Z-
dc.date.issued2019-08-01en_US
dc.identifier.issn0003-7214en_US
dc.identifier.urihttp://dx.doi.org/10.2166/aqua.2019.018en_US
dc.identifier.urihttp://hdl.handle.net/11536/152684-
dc.description.abstractThe bursting of large-diameter water pipelines in distribution systems will lead to industrial, economic, and public safety impacts. Therefore, multi-criteria analysis (MCA) was applied in this study, which utilizes a series of quantifiable parameters to establish the mathematical method of a risk model. The risk matrix of a pipeline was defined as the multiple of the probability of pipeline failure and potential consequences of pipeline failure. By combining the GIS (geographic information system), each evaluation unit was assigned to different risk levels. The large-diameter (above 800 mm) pipeline length statistic for various risk evaluation units of Taiwan Water Corporation reveals the length of high risk is 171 km (7.7%), secondary high risk 574.6 km (25.8%), middle risk 714.3 km (32%), low risk 701.5 km (31.5%), and the unranked length is 67.8 km (3.0%). Finally, the detection frequencies were classified as high risk with a term check of every five years, sub-high risk with planned check every five to ten years, medium risk with checking/monitoring if needed, and low risk with quick repair and no need to take measurements and monitoring. Therefore, we can significantly lower the probability of bursting for large-diameter pipelines in the water distribution system.en_US
dc.language.isoen_USen_US
dc.subjectmulti-criteria analysisen_US
dc.subjectpipe failure modelen_US
dc.subjectrisk matrixen_US
dc.subjectwater distribution systemen_US
dc.titleEstablishment of a large-diameter pipeline failure risk matrix in water distribution systems in Taiwanen_US
dc.typeArticleen_US
dc.identifier.doi10.2166/aqua.2019.018en_US
dc.identifier.journalJOURNAL OF WATER SUPPLY RESEARCH AND TECHNOLOGY-AQUAen_US
dc.citation.volume68en_US
dc.citation.issue5en_US
dc.citation.spage358en_US
dc.citation.epage367en_US
dc.contributor.department環境工程研究所zh_TW
dc.contributor.departmentInstitute of Environmental Engineeringen_US
dc.identifier.wosnumberWOS:000477719700006en_US
dc.citation.woscount0en_US
Appears in Collections:Articles