完整後設資料紀錄
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dc.contributor.authorKao, Jehng-Jungen_US
dc.contributor.authorLi, Pei-Haoen_US
dc.date.accessioned2014-12-08T15:13:40Z-
dc.date.available2014-12-08T15:13:40Z-
dc.date.issued2007-07-01en_US
dc.identifier.issn0003-150Xen_US
dc.identifier.urihttp://hdl.handle.net/11536/10573-
dc.description.abstractBy looking at valve-enclosed segments of a pipe rather than at each pipe as an independent unit, this research examined the extent and degree of water shortage resulting from pipeline damage. Two computer programs were developed to identify all segments of a pipe network that can be isolated with valve closure and to determine which segments are critical, i.e., pipe failures within them will result in a complete shutdown of water supply in any connected downstream segments. A third program was written using the EPANET 2 toolkit to estimate water shortages that would result because of pipe failures within noncritical segments. Results from these programs were used within a segment-based pipeline replacement optimization model to determine which pipes within a system should be replaced first in order to achieve the highest improvement in system reliability. Two case studies were implemented to demonstrate the effectiveness of the strategies derived from the proposed model for improving water supply reliability.en_US
dc.language.isoen_USen_US
dc.titleA segment-based optimization model for water pipeline replacementen_US
dc.typeArticleen_US
dc.identifier.journalJOURNAL AMERICAN WATER WORKS ASSOCIATIONen_US
dc.citation.volume99en_US
dc.citation.issue7en_US
dc.citation.spage83en_US
dc.citation.epage95en_US
dc.contributor.department環境工程研究所zh_TW
dc.contributor.departmentInstitute of Environmental Engineeringen_US
dc.identifier.wosnumberWOS:000247942600023-
dc.citation.woscount8-
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