Technical Papers
Mar 10, 2012

Probabilistic Analysis and Optimization to Characterize Critical Water Distribution System Contamination Scenarios

Publication: Journal of Water Resources Planning and Management
Volume 139, Issue 2

Abstract

Characterization of critical water distribution system (WDS) contamination scenarios—defined by a set of attributes, a probability of occurrence, and a specific level of consequences—is a prerequisite for preparation of reliable and cost-effective mitigation, preparedness, and emergency response plans. This study develops Monte Carlo and risk-based optimization schemes to evaluate contamination risk of WDSs for generation of this important class of scenarios, which are representative of the most vulnerable aspects of the system. Defining attributes of contamination scenarios are identified as contaminant type and amount, contamination location, start time, duration, and time of year scenario occurs. Well-documented waterborne outbreaks reported in developed nations are analyzed to empirically estimate statistical characteristics of defining attributes in accidental events. Monte Carlo simulation is conducted to determine the probability distribution of public-health consequences, aggregate conditional risk, and significance of different scenario attributes. A multiobjective optimization methodology is proposed to capture the attributes of critical accidental contamination scenarios. The principal risk components of likelihood and health consequences are treated as optimization objectives and are maximized simultaneously to identify an ensemble of nondominated critical scenarios. The multiobjective approach provides insight into system risk and potential mitigation options not available under maximum-risk or maximum-consequences analyses. Performance and applicability of developed models is demonstrated on the WDS of a virtual midsize city that possesses characteristics of complex real-world distribution networks.

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Acknowledgments

This material is based on work supported by the National Science Foundation under Grant Number CMMI-0927739. The authors gratefully acknowledge the comments of three anonymous reviewers that improved the article significantly.
Any opinions, findings, or recommendations expressed in this paper are those of the authors 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 139Issue 2March 2013
Pages: 191 - 199

History

Received: Jul 29, 2011
Accepted: Mar 7, 2012
Published online: Mar 10, 2012
Published in print: Mar 1, 2013

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Authors

Affiliations

Amin Rasekh [email protected]
S.M.ASCE
Ph.D. Candidate, Zachry Dept. of Civil Engineering, Texas A&M Univ., 3136 TAMU, College Station, TX 77843-3136 (corresponding author). E-mail: [email protected]
Kelly Brumbelow [email protected]
M.ASCE
Associate Professor, Zachry Dept. of Civil Engineering, Texas A&M Univ., 3136 TAMU, College Station, TX 77843-3136. E-mail: [email protected]

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