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• W2122902423 abstract "Research Article| September 01 2010 Probabilistic analysis of underground pipelines for optimal renewal time T. Tanaka; T. Tanaka 1Department of Urban Management, Kyoto University, Kyotodaigaku-katsura, Nisigyou-ku, Kyoto city 615-8540, Japan2Planning section, Engineering Division, Osaka Waterworks Bureau, 1-14-16 Nankou-kita, Suminoe-ku, Osaka city 559-8558, Japan Tel.: +81-6-6616-5711; E-mail: tak-tanaka@suido.city.osaka.jp Search for other works by this author on: This Site PubMed Google Scholar L. T. Nam; L. T. Nam 1Department of Urban Management, Kyoto University, Kyotodaigaku-katsura, Nisigyou-ku, Kyoto city 615-8540, Japan Search for other works by this author on: This Site PubMed Google Scholar K. Kaito; K. Kaito 3Frontier Research Center, Osaka University, 2-1 Yamada-oka, Suita city, Osaka 565-0871, Japan Search for other works by this author on: This Site PubMed Google Scholar K. Kobayashi K. Kobayashi 1Department of Urban Management, Kyoto University, Kyotodaigaku-katsura, Nisigyou-ku, Kyoto city 615-8540, Japan Search for other works by this author on: This Site PubMed Google Scholar Journal of Water Supply: Research and Technology-Aqua (2010) 59 (6-7): 445–451. https://doi.org/10.2166/aqua.2010.010 Article history Received: September 30 2009 Accepted: January 20 2010 Views Icon Views Article contents Figures & tables Video Audio Supplementary Data Share Icon Share Facebook Twitter LinkedIn Email Tools Icon Tools Cite Icon Cite Permissions Search Site Search Dropdown Menu toolbar search search input Search input auto suggest filter your search All ContentAll JournalsThis Journal Search Advanced Search Citation T. Tanaka, L. T. Nam, K. Kaito, K. Kobayashi; Probabilistic analysis of underground pipelines for optimal renewal time. Journal of Water Supply: Research and Technology-Aqua 1 September 2010; 59 (6-7): 445–451. doi: https://doi.org/10.2166/aqua.2010.010 Download citation file: Ris (Zotero) Reference Manager EasyBib Bookends Mendeley Papers EndNote RefWorks BibTex In practical management of an entire water distribution system, it is very important to define optimal renewal time for pipelines. Reasons mainly include their deterioration, invisibility as an underground system and the adverse impact on society in the case of leakage. Thus, this paper proposes a mathematical model to satisfy this actual need. The model is developed based on Weibull hazard function and least life-cycle cost estimation approach. This model enables us to determine not only the deterioration rate of pipelines but also optimal renewal time. Attention is further focused on finding optimal pipeline materials. Empirical study was conducted on the dataset of a pipeline system in the city of Osaka, Japan. LCC, optimal renewal interval, pipeline management, Weibull hazard function This content is only available as a PDF. © IWA Publishing 2010 You do not currently have access to this content." @default.
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• W2122902423 title "Probabilistic analysis of underground pipelines for optimal renewal time" @default.
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