Water distribution system design under uncertainties.

Kevin E Lansey, L. W. Mays, Y. K. Tung, N. Duan

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61 Scopus citations

Abstract

A chance constrained model is presented for the minimum cost design of water distribution networks. This methodology attempts to account for the uncertainties in required demands, required pressure heads, and pipe roughness coefficients. The optimization problem was formulated as a nonlinear programming model which was solved using a generalized reduced gradient method. Details of the mathematical model formulation are presented along with example applications. Results illustrate that uncertainties in future demands, pressure head requirements and pipe roughness can have significant effects on the optimal network design and cost.

Original languageEnglish (US)
JournalJournal of Water Resources Planning and Management
Volume115
Issue number5 , Sep. 1989, p.630-645.
Publication statusPublished - 1989
Externally publishedYes

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ASJC Scopus subject areas

  • Civil and Structural Engineering
  • Water Science and Technology

Cite this

Lansey, K. E., Mays, L. W., Tung, Y. K., & Duan, N. (1989). Water distribution system design under uncertainties. Journal of Water Resources Planning and Management, 115(5 , Sep. 1989, p.630-645.).