TECHNICAL PAPERS
Sep 1, 1989

Water Distribution System Design Under Uncertainties

Publication: Journal of Water Resources Planning and Management
Volume 115, Issue 5

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 is formulated as a nonlinear programming model which is 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.

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References

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Go to Journal of Water Resources Planning and Management
Journal of Water Resources Planning and Management
Volume 115Issue 5September 1989
Pages: 630 - 645

History

Published online: Sep 1, 1989
Published in print: Sep 1989

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Authors

Affiliations

Kevin E. Lansey, Associate Member, ASCE
Asst. Prof., School of Civ. Engrg., Oklahoma State Univ., Stillwater, OK 74078; formerly, Res. Asst., Dept. of Civ. Engrg., The Univ. of Texas, Austin, TX 78712
Ning Duan
Res. Engr., Chinese Res. Acad. of Envir. Sci., Beijing, Peoples Republic of China; formerly Res. Asst., Center for Res. in Water Resour., The Univ. of Texas, Austin, TX
Larry W. Mays, Member, ASCE
Dir., Center for Res. in Water Resour. and Engrg., Foundation Endowed Prof., Dept. of Civ. Engrg., The Univ. of Texas, Austin, TX
Yeou‐Koung Tung, Associate Member, ASCE
Assoc. Prof., Dept. of Statistics, and Wyoming Water Res. Center, Univ. of Wyoming, Laramie, WY 82071

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