Technical Papers
Jul 22, 2016

Contaminant Spread Forecasting and Confirmatory Sampling Location Identification in a Water-Distribution System

Publication: Journal of Water Resources Planning and Management
Volume 142, Issue 12

Abstract

While significant emphasis has been placed on contamination warning system design, event detection, and source identification, relatively little emphasis has been placed on characterizing contaminant spread and confirmatory sampling. This study developed algorithms that utilize contamination source probabilities to forecast contaminant spread, which is then used to identify confirmatory sampling locations to maximize contaminant spread information based on entropy concepts. The algorithms were applied to simulated contamination scenarios using one small network with five-sensor locations, and one large network with 5-, 10-, 20-, or 50-sensor locations. The first step in the forecasting process was to identify the past contamination probability using existing sensor information and a probabilistic contamination source identification algorithm. In general, the past contamination status of the nodes was either correctly identified or did not have enough information to classify; incorrect classifications were typically less than 3%. The past contamination status was then used to forecast contaminant spread 4 h into the future with the classification performance for the correct (32–53%) and incorrect (6–17%) identification, and unable to classify (30–57%) categories directly dependent on the accuracy of past contamination characterization. In general, forecasting accuracy increased with the number of sensor locations and decreased with longer forecasting time horizons. Confirmatory sampling locations were identified using the forecasted spread information and compared with locations selected using actual (i.e., perfectly known) spread for comparison. Both the forecasted and actual approaches generated similar confirmatory sampling locations. In general, the confirmatory sampling locations identified with the estimated forecasts created new information (i.e., reduced the number of nodes with unknown status), while using the actual forecasts reinforced existing information. As a result of the new information generated, the confirmatory sampling locations identified with the estimated forecasts tended to better characterize the contamination event than the locations identified with the actual sensor information known up to the future time of sampling.

Get full access to this article

View all available purchase options and get full access to this article.

Acknowledgments

This work was completed as part of S. M. M. Rana’s Master’s thesis at the University of Cincinnati. This research was partially funded by the United States Geological Survey through the Ohio Water Resource Research Institute. The writers thank Robert Janke of the U.S. EPA and James Uber of the University of Cincinnati for their valuable discussion and opinion on the subject matter. The views expressed in this paper are those of the writers and do not necessarily reflect those of the funding agencies. Mention of trade names or commercial products does not constitute endorsement or recommendations for use.

References

Allgeier, S., Pulz, J., and Murray, R. (2006). “Conceptual design of a contamination warning system.” American Water Works Association Water Security Congress 2006, 19–31.
Baranowski, T., and LeBoeuf, E. (2008). “Consequence management utilizing optimization.” J. Water Resour. Plann. Manage., 386–394.
Berry, J., et al. (2010). “Users’ manual: TEVA-SPOT toolkit 2.4.” Rep. No. EPA/600/R-08/041B, National Homeland Security Research Center, U.S. Environmental Protection Agency, Washington, DC.
Berry, J., Hart, W. E., Philips, C. A., Uber, J. G., and Watson, J.-P. (2006a). “Sensor placement in municipal water networks with temporal integer programming models.” J. Water Resour. Plann. Manage., 218–224.
Berry, J., Lauer, E., Phillips, C., and Lin, H. (2006b). “Scheduling manual sampling for contamination detection in municipal water networks.” Water Distribution Systems Analysis Symp.2006, ASCE, Reston, VA, 1–16.
Byer, D., and Carlson, K. (2005). “Real-time detection of intentional chemical contamination in the distribution system.” J.—Am. Water Works Assoc., 97(7), 130–133.
Chen, J., and Boccelli, D. (2014). “Demand forecasting for water distribution systems.” 12th Int. Conf. on Computing and Control for the Water Industry, CCWI2013, Vol. 70, Elsevier, Amsterdam, Netherlands, 339–342.
De Sanctis, A. E., Shang, F., and Uber, J. G. (2010). “Real-time identification of possible contamination sources using network backtracking methods.” J. Water Resour. Plann. Manage., 444–453.
EPANET-BTX version 1.0 [Computer software]. SourceForge.
EPANET version 2.0 [Computer software]. U.S. EPA, Washington, DC.
Eliades, D. G., and Polycarpou, M. M. (2012). “Water contamination impact evaluation and source-area isolation using decision trees.” J. Water Resour. Plann. Manage., 562–570.
Eliades, D. G., Polycarpou, M. M., and Charalambous, B. (2011). “A security-oriented manual quality sampling methodology for water systems.” Water Resour. Manage., 25(4), 1219–1228.
Guan, J., Aral, M. M., Maslia, M. L., and Grayman, W. M. (2006). “Identification of contaminant sources in water distribution systems using simulation-optimization method: Case study.” J. Water Resour. Plann. Manage., 252–262.
Hall, J., et al. (2007). “On-line water quality parameters as indicators of distribution system contamination.” J.—Am. Water Works Assoc., 99(1), 66–77.
Haxton, T., Murray, R., and Klise, K. (2012). “Examining the application of modeling tools to identify effective flushing locations.” World Environmental and Water Resources Congress 2012, ASCE, Reston, VA, 3071–3081.
Haxton, T., and Uber, J. (2010). “Flushing under source uncertainties.” Proc., 12th Annual Conf. on Water Distribution Systems Analysis 2010, ASCE, Reston, VA, 604–612.
Isovitsch, S. L., and VanBriesen, J. M. (2008). “Sensor placement and optimization criteria dependencies in a water distribution system.” J. Water Resour. Plann. Manage., 186–196.
Janke, R., Murray, R., Uber, J., and Taxon, T. (2006). “Comparison of physical sampling and real-time monitoring strategies for designing a contamination warning system in a drinking water distribution system.” J. Water Resour. Plann. Manage., 310–313.
Kang, D., and Lansey, K. (2009). “Real-time demand estimation and confidence limit analysis for water distribution systems.” J. Hydraul. Eng., 825–837.
Laird, C., Biegler, L. T., van Bloemen Waanders, B. G., and Bartlett, R. A. (2005). “Contamination source determination for water networks.” J. Water Resour. Plann. Manage., 125–134.
Mann, A. V., McKenna, S. A., Hart, W. E., and Laird, C. D. (2012). “Real-time inversion in large-scale water networks using discrete measurements.” Comput. Chem. Eng., 37, 143–151.
McKenna, S. A., Wilson, M., and Klise, K. A. (2008). “Detecting changes in water quality data.” J.—Am. Water Works Assoc., 100(1), 74–85.
Neupauer, R., Records, M. K., and Ashwood, W. H. (2010). “Backward probabilistic modeling to identify contaminant sources in water distribution systems.” J. Water Resour. Plann. Manage., 587–591.
Ostfeld, A., et al. (2008). “The battle of the water sensor networks (BWSN): A design challenge for engineers and algorithms.” J. Water Resour. Plann. Manage., 556–568.
Poulin, A., Mailhot, A., Grondin, P., Delome, L., Periche, N., and Villeneuve, J.-P. (2008). “Heuristic approach for operational response to drinking water contamination.” J. Water Resour. Plann. Manage., 457–465.
Poulin, A., Mailhot, A., Periche, N., Delorme, L., and Villeneuve, J.-P. (2010). “Planning unidirectional flushing operations as a response to drinking water distribution system contamination.” J. Water Resour. Plann. Manage., 647–657.
Preis, A., Whittle, A., and Ostfeld, A. (2011). “Multi-objective optimization for conjunctive placement of hydraulic and water quality sensors in water distribution systems.” Water Sci. Technol.: Water Supply, 11(2), 166–171.
Reza, F. M. (1961). An introduction to information theory, McGraw-Hill Book Company, New York.
Rossman, L. A. (2000). EPANET 2 user manual, U.S. EPA, Water Supply and Water Resources Div., National Risk Management Research Laboratory, Cincinnati.
Shafiee, E., and Zechman, E. M. (2012). “Integrating evolutionary computation and sociotechnical simulation for flushing contaminated water distribution systems.” Proc., 14th Annual Conf. Companion on Genetic and Evolutionary Computation, GECCO 750’12, ACM, New York, 315–322.
Shang, F., and Uber, J. G. (2009). EPANET backtracking extension (BTX) user’s manual (version 1.0), Dept. of Civil and Environmental Engineering, Univ. of Cincinnati, Cincinnati.
Shang, F., Uber, J. G., and Polycarpou, M. M. (2002). “Particle backtracking algorithm for water distribution system analysis.” J. Environ. Eng., 441–450.
TEVA-SPOT version 2.5.2 [Computer software]. U.S. EPA, Washington, DC.
U.S. EPA. (2005a). “WaterSentinel online water quality monitoring as an indicator of drinking water contamination.” 〈http://www.epa.gov/watersecurity/pubs/watersentinel_wq_monitoring.pdf〉 (Jul. 22, 2013).
U.S. EPA. (2005b). “WaterSentinel system architecture.” 〈http://epa.gov/watersecurity/pubs/watersentinel_system_architecture.pdf〉 (Jul. 22, 2013).
U.S. EPA. (2006). A water security handbook: Planning for and responding to drinking water contamination threats and incidents, Washington, DC.
U.S. EPA. (2015). “Water quality surveillance and response system primer.” 〈http://www2.epa.gov/waterqualitysurveillance/〉 (Mar. 12, 2015).
Watson, J.-P., Hart, W. E., Woodruff, D. L., and Murray, R. (2010). “Formulating and analyzing multi-stage sensor placement problems.” Proc., 12th Annual Conf. on Water Distribution Systems Analysis 2010, ASCE, Reston, VA, 347–354.
Wong, A., Young, J., Laird, C. D., Hart, W. E., and McKenna, S. A. (2010). “Optimal determination of grab sample locations and source inversion in large-scale water distribution systems.” 12th AnnualConf.on Water Distribution Systems Analysis (WDSA), ASCE, Reston, VA, 412–425.
Xu, J., Johnson, M. P., Fischbeck, P. S., Small, M. J., and VanBriesen, J. M. (2010). “Robust placement of sensors in dynamic water distribution systems.” Eur. J. Oper. Res., 202(3), 707–716.
Yang, X., and Boccelli, D. (2009). “The impacts of demand variability on distribution system water quality.” Integrating Water Systems—Proc., 10th Int. Conf. on Computing and Control for the Water Industry (CCWI 2009), CRC Press, Boca Raton, 459–463.
Yang, X., and Boccelli, D. (2014). “A Bayesian approach for real-time probabilistic contaminant source identification.” J. Water Resour. Plann. Manage., 04014019.
Yang, X., and Boccelli, D. L. (2016). “Model-based event detection for contaminant warning systems.” J. Water Resour. Plann. Manage., 04016048.
Yang, Y. J., Haught, R., and Goodrich, J. (2009). “Real-time contaminant detection and classification in a drinking water pipe using conventional water quality sensors: Techniques and experimental results.” J. Environ. Manage., 90(8), 2494–2506.

Information & Authors

Information

Published In

Go to Journal of Water Resources Planning and Management
Journal of Water Resources Planning and Management
Volume 142Issue 12December 2016

History

Received: Sep 7, 2015
Accepted: May 26, 2016
Published online: Jul 22, 2016
Published in print: Dec 1, 2016
Discussion open until: Dec 22, 2016

Permissions

Request permissions for this article.

Authors

Affiliations

S. M. Masud Rana [email protected]
Environmental Engineering Program, Dept. of Biomedical, Chemical and Environmental Engineering, Univ. of Cincinnati, Cincinnati, OH 45221-0012. E-mail: [email protected]
Dominic L. Boccelli, A.M.ASCE [email protected]
Environmental Engineering Program, Dept. of Biomedical, Chemical and Environmental Engineering, Univ. of Cincinnati, Cincinnati, OH 45221-0012 (corresponding author). E-mail: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share