Optimal rehabilitation model for water distribution systems

Joong Hoon Kim, Larry W. Mays

Research output: Chapter in Book/Report/Conference proceedingConference contribution

Abstract

The objective of this paper is to describe a new methodology which can select the pipes to be rehabilitated and/or replaced in an existing water distribution system and determine how much the pumping capacities should be increased so that the water demand and pressure requirements at all demand nodes are satisfied while the total cost is the minimum. Five cost functions are considered.

Original languageEnglish
Title of host publicationWater Resources Planning and Management and Urban Water Resources
Place of PublicationNew York, NY, United States
PublisherPubl by ASCE
Pages400-403
Number of pages4
ISBN (Print)0872629120
Publication statusPublished - 1993 Jan 1
EventProceedings of the 20th Anniversary Conference on Water Management in the '90s - Seattle, WA, USA
Duration: 1993 May 11993 May 5

Other

OtherProceedings of the 20th Anniversary Conference on Water Management in the '90s
CitySeattle, WA, USA
Period93/5/193/5/5

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ASJC Scopus subject areas

  • Engineering(all)

Cite this

Kim, J. H., & Mays, L. W. (1993). Optimal rehabilitation model for water distribution systems. In Water Resources Planning and Management and Urban Water Resources (pp. 400-403). New York, NY, United States: Publ by ASCE.