TECHNICAL PAPERS
Dec 1, 1987

Reliability‐Based Optimization Model for Water Distribution Systems

Publication: Journal of Hydraulic Engineering
Volume 113, Issue 12

Abstract

This paper presents the basic framework for a model that can be used to determine the optimal (least‐cost) design of a water distribution system subject to continuity, conservation of energy, nodal head bounds, and reliability constraints. Reliability is defined as the probability of satisfying nodal demands and pressure heads for various possible pipe failures (breaks) in the water distribution system. The overall model includes three that are linked: a steady‐state simulation model, a reliability model, and an optimization model. The simulation model is used to implicitly solve the continuity and energy constraints and is used in the reliability model to define minimum cut sets. The reliability model, which is based on a minimum cut‐set method, determines the values of system and nodal reliability. The optimization model is based on a generalized reduced‐gradient method. Examples are used to illustrate the model.

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Published In

Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 113Issue 12December 1987
Pages: 1539 - 1556

History

Published online: Dec 1, 1987
Published in print: Dec 1987

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Authors

Affiliations

Yu‐Chun Su
Grad. Res. Asst., Dept. of Civ. Engrg., Univ. of Texas at Austin, Austin, TX 78712
Larry W. Mays, Member ASCE
Prof. of Civ. Engrg., Engineering Foundation Endowed Professorship, Dept. of Civ. Engrg., Univ. of Texas at Austin, Austin, TX 78712
Ning Duan
Grad. Res. Asst., Dept. of Civ. Engrg., Univ. of Texas at Austin, Austin, TX 78712
Kevin E. Lansey
Asst. Prof. of Civ. Engrg., School of Civ. Engrg., Oklahoma State Univ., Stillwater, OK 74078; formerly Grad. Res. Asst., Dept. of Civ. Engrg., Univ. of Texas at Austin, Austin, TX 78712

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