TECHNICAL PAPERS
Jul 1, 2006

Distribution System Contamination Events: Exposure, Influence, and Sensitivity

Publication: Journal of Water Resources Planning and Management
Volume 132, Issue 4

Abstract

This paper presents a two-part investigation of the response of municipal water distribution systems to contamination events. In Part I of the investigation, a contamination event was modeled as a steady 6-h injection of a soluble conservative substance into a single node. The injection was repeated node by node at all 89 nodes in the pipe network. In each case, the fraction of the population at risk of contaminant exposure was estimated at the end of a 72-h simulation period. A dimensionless exposure index (EI) was introduced as a simple global measure of network response, ranging from EI=0 (no consumers are exposed) to EI=100% (all consumers are at risk of exposure). Simulation results were used to construct a zone of influence (ZOI) map, which categorizes network injection nodes on the basis of their potential to expose downstream consumers. In Part II of the investigation, a generalized sensitivity analysis was performed to determine the sensitivity of network response to four dynamic network variables (base demand, storage capacity, injection mass, and injection duration). Latin hypercube sampling was used to set up 1,152 contamination event simulations at two injection nodes. Both nodes were selected on the basis of their exposure potential (one high, one low) as determined from the ZOI map. Based on the Kolmogorov-Smirnov d statistic, exposure levels in the example network were found to be most sensitive to variations in base demand and injection mass. Tank storage capacity was important in certain cases, while injection duration tended to be least important.

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Acknowledgments

Helpful suggestions from three anonymous reviewers clarified portions of the original manuscript. Financial support for this work was provided by Sandia National Laboratories through contract 60998. Sandia is a multiprogram laboratory operated by the Sandia Corporation, a Lockheed Martin Company, for the U.S. Department of Energy’s National Nuclear Security Administration under contract DE-AC04-94AL85000.

References

Auslander, D. M., Spear, R. C., and Young, G. E. (1982). “A simulation-based approach to the design of control systems with uncertain parameters.” Trans. ASME, 104(1), 20–26.
Clark, R. M., and Buchberger, S. G. (2004). “Responding to a contamination threat in a drinking water network: The potential for modeling and monitoring.” Water Supply System Security, L. W. Mays, ed., McGraw-Hill, New York, 9.1–9.26.
Clark, R. M., et al. (1996). “Tracking a Salmonella serovar typhimurium outbreak in Gideon, Missouri: Role of contaminant propagation modeling.” J. Water Supply Resources and Technology, 45(4), 171–183.
Conover, W. J. (1980). Practical nonparametric statistics, 2nd ed., Wiley, New York.
Cox, B. A., and Whitehead, P. G. (2005). “Parameter sensitivity and predictive uncertainty in new water quality model, Q2 .” J. Environ. Eng., 131(1), 147–157.
Daneels, J. J., and Finley, R. E. (2004). “Assessing the vulnerabilities of US drinking water systems.” J. Contemporary Water Research and Education, 129, 8–12.
Gargano, R., and Pianese, D. (2000). “Reliability as tool for hydraulic network planning.” J. Hydraul. Eng., 126(5), 354–364.
Grayman, W. M. (2005). “Incorporating uncertainty and variability in engineering analysis.” Rev. Roum. Math. Pures Appl., 131(3), 158–160.
Harding, B. L., and Walski, T. M. (2000). “Long time-series simulation of water quality in distribution systems.” J. Water Resour. Plan. Manage., 126(4), 199–209.
James, B. R., Gwo, J., and Toran, L. (1996). “Risk-cost decision framework for aquifer remediation design.” J. Water Resour. Plan. Manage., 122(6), 414–420.
Khanal, N. (2005). “Generalized sensitivity analysis of water distribution system vulnerability to deliberate intrusions.” MS thesis, Univ. of Cincinnati, Cincinnati.
Lindley, T. R., and Buchberger, S. G. (2002). “Assessing intrusion susceptibility in distribution systems.” J. Am. Water Works Assoc., 94(6), 66–79.
Makino, H., McKenna, S. A., and Wakasugi, K. (2001). “Sensitivity analysis of Monte Carlo results using the Kolomogorov-Smirnov d statistic.” Int. association of mathematical geology annual meeting, International Association Mathematical Geology (IAMG), Kingston, Ontario, Canada 1–16.
Maslia, M. L., Sautner, J. B., Aral, M. M., Reyes, J. J., Abraham, J. E., and Williams, R. C. (2000). “Using water-distribution system modeling to assist epidemiologic investigations.” J. Water Resour. Plan. Manage., 126(4), 180–198.
Murray, R., Janke, R., and Uber, J. (2004). “The Threat Ensemble Vulnerability Assessment (TEVA) program for drinking water distribution system security.” Critical transitions in water and environmental resources management, ASCE, Reston, Va., 1–8.
Nilsson, K. A., Buchberger, S. G., and Clark, R. M. (2005). “Simulating exposures to deliberate intrusions into water distribution systems.” J. Water Resour. Plan. Manage., 131(3), 228–236.
Propato, M., and Uber, J. G. (2004). “Vulnerability of water distribution systems to pathogen intrusion: How effective is a disinfectant residual?” Environ. Sci. Technol., 38(13), 3713–3722.
Saltelli, A., Tarantola, S., Campolongo, F., and Ratto, M. (2004). Sensitivity analysis in practice: A guide to assessing scientific models, Wiley, Chichester, England.
Shortencarier, M. J., and Helton, J. C. (1999). “A FORTRAN 77 program and user’s guide for the statistical analysis of scatterplots to identify important factors in large-scale simulations.” Sandia National Laboratories, Albuquerque, N.M.
Spear, R. C., and Hornberger, G. M. (1980). “Eutrophication in Peel Inlet-II. Identification of critical uncertainties via generalized sensitivity analysis.” Water Res., 14(1), 43–49.
Walski, T. M., Chase, D. V., Savic, D. A., Grayman, W. M., Bickwith, S., and Koelle, E. (2003). Advanced water distribution modeling and management, Haestad, Waterbury, Conn.

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Published In

Go to Journal of Water Resources Planning and Management
Journal of Water Resources Planning and Management
Volume 132Issue 4July 2006
Pages: 283 - 292

History

Received: Aug 31, 2005
Accepted: Dec 30, 2005
Published online: Jul 1, 2006
Published in print: Jul 2006

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Authors

Affiliations

Nabin Khanal [email protected]
Engineer, Malcolm Pirnie, Inc., 8790 Governor’s Hill Drive, Cincinnati, OH 45249-1374; formerly, Graduate Research Assistant, Dept. of Civil and Environmental Engineering, Univ. of Cincinnati, Cincinnati, OH 45221-0071. E-mail: [email protected]
Steven G. Buchberger [email protected]
Professor, Dept. of Civil and Environmental Engineering, Univ. of Cincinnati, Cincinnati, OH 45221-0071. E-mail: [email protected]
Sean A. McKenna [email protected]
Principal Member, Technical Staff, Geohydrology Dept., Sandia National Laboratories, Albuquerque, NM 87185. E-mail: [email protected]

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