Optimal reliability based design for water distribution systems

M. J. Cullinana, K. E. Lansey, Larry Mays

Research output: Chapter in Book/Report/Conference proceedingChapter

Abstract

The methodology presented in this paper explicitly includes availability measures that incorporate both mechanical and hydraulic unavailability of system components for a dynamic system. The methodology incorporates availability measures in the optimal design model WADSOPT developed by Lansey and Mays (1987) to produce a new model WSAVOPT (Cullinane 1989), which determines optimal-reliable designs. (A)

Original languageEnglish (US)
Title of host publicationUnknown Host Publication Title
PublisherNew York, U.S.A., American Society of Civil Engineers
ISBN (Print)0872627195, 9780872627192
StatePublished - Jan 1 1989
Externally publishedYes

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ASJC Scopus subject areas

  • Engineering(all)

Cite this

Cullinana, M. J., Lansey, K. E., & Mays, L. (1989). Optimal reliability based design for water distribution systems. In Unknown Host Publication Title New York, U.S.A., American Society of Civil Engineers.