TECHNICAL PAPERS
Jul 1, 2008

Consequence Management Utilizing Optimization

Publication: Journal of Water Resources Planning and Management
Volume 134, Issue 4

Abstract

Following the identification of a contaminant in a water distribution network, a variety of response actions must be examined in order to implement the most beneficial consequence management strategy. Optimization techniques can be employed to determine the cost/benefit of reducing impacts to the network from contamination by isolating and/or flushing the system. In this current effort, we employ a genetic algorithm to minimize contaminant concentrations in a network while minimizing the cost of demand alteration. Application of this technique to two relatively simple networks demonstrates the usefulness of this optimization method as a consequence management strategy to reduce contaminant concentration. For the EPANET Example 1 network, the optimal response solution included closure of two pipes and alteration of the demand at one node, reducing the total network concentration by 95%, with a 73% increase in total network demand. For the Anytown network, the optimal response solution included altering the demand at four nodes, which resulted in a 12% increase in total network demand, while closing four pipes reduced the total network concentration by 54%.

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Acknowledgments

This material is based upon work supported in part by National Science Foundation Grant No. 0114329. Any opinions, findings, and conclusions or recommendations expressed in this material are those of the writers and do not necessarily reflect the views of the National Science Foundation.

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Published In

Go to Journal of Water Resources Planning and Management
Journal of Water Resources Planning and Management
Volume 134Issue 4July 2008
Pages: 386 - 394

History

Received: Jan 4, 2007
Accepted: Oct 18, 2007
Published online: Jul 1, 2008
Published in print: Jul 2008

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Authors

Affiliations

T. M. Baranowski, A.M.ASCE
Post-Doctoral Fellow, Oak Ridge Institute for Science and Education, Water Infrastructure Protection Division U.S. EPA/NHSRC, Mail Stop NG-16, 26 West Martin Luther King Dr., Cincinnati, OH 45268. E-mail: [email protected]
E. J. LeBoeuf, M.ASCE
P.E.
Associate Professor, Dept. of Civil and Environmental Engineering, Vanderbilt Univ., VU Station B 351831, Nashville, TN 37235 (corresponding author). E-mail: [email protected]

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