Optimal risk based design of storm sewer networks

W. H. Tang, Larry Mays, B. C. Yen

Research output: Chapter in Book/Report/Conference proceedingChapter

21 Scopus citations

Abstract

Optimal design of sewer network has conventionally been pursued within a deterministic framework. However, such design may be appropriate because of existence of uncertainties affecting the performance of a storm sewer system, e. g. , precipitation rate, insufficient data, errors in design equations, and other factors. These uncertainties are systematically evaluated and incorporated in the proposed design of a storm sewer system. The optimal choice of slopes and diameters of the entire sewer network is based on a tradeoff between risk due to potential flood losses and the cost of installation of the sewers. Discrete differential dynamic programming technique is used in the risk-based design.

Original languageEnglish (US)
Title of host publicationJ.ENVIRONM.ENGNG DIV.ASCE
Pages381-398
Number of pages18
Volume101
Edition3 EE3
Publication statusPublished - Jun 1975
Externally publishedYes

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ASJC Scopus subject areas

  • Engineering(all)
  • Medicine(all)

Cite this

Tang, W. H., Mays, L., & Yen, B. C. (1975). Optimal risk based design of storm sewer networks. In J.ENVIRONM.ENGNG DIV.ASCE (3 EE3 ed., Vol. 101, pp. 381-398)