Technical Papers
Jul 25, 2014

Water Distribution System Burst Detection Using a Nonlinear Kalman Filter

Publication: Journal of Water Resources Planning and Management
Volume 141, Issue 5

Abstract

A water distribution system burst from a sudden pipe failure results in water loss and disruption of customer service. Artificial neural networks, state estimation, and statistical process control (SPC) have been applied to detect bursts. However, system operational condition changes such as the set of operating pumps and valve closures greatly complicates the detection problem. Thus, to date applications have been limited to networks that are supplied by gravity or under consistent operation conditions. This study seeks to overcome these limitations using a nonlinear Kalman filter (NKF) method to identify system condition, estimate system state, and detect bursts.

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Acknowledgments

This material is based in part upon work supported by the National Science Foundation under Grant No. 083590. Any opinions, findings, and conclusions or recommendations expressed in this material are those of the author(s) and do not necessarily reflect the views of the National Science Foundation. The authors would like to thank Dr. Juan Valdes and Dr. Jian Liu for their initial suggestion of KF for burst detection under system state changes.

References

Andersen, J., and Powell, R. (2000). “Implicit state-estimation technique for water network monitoring.” Urban Water, 2(2), 123–130.
Brion, L., and Mays, L. (1991). “Methodology for optimal operation of pumping stations in water distribution systems.” J. Hydraul. Eng., 1551–1569.
Hart, D. B., and McKenna, S. A. (2009). User’s manual CANARY 4.1, U.S. Environmental Protection Agency, Washington, DC.
Hoteit, I., Korres, G., and Triantafyllou, G. (2005). “Comparison of extended and ensemble based Kalman filters with low and high resolution primitive equation ocean models.” Nonlinear Processes Geophys., 12(5), 755–765.
Hutton, C., Kapelan, Z., Vamvakeridou-Lyroudia, L., and Savić, D. (2014). “Dealing with uncertainty in water distribution system models: A framework for real-time modeling and data assimilation.” J. Water Resour. Plann. Manage., 169–183.
Jung, D., Kang, D., Liu, J., and Lansey, K. (2013). “Improving resilience of water distribution system through burst detection.” Proc., World Environmental and Water Resources Congress, ASCE, Reston, VA.
Kalman, R. (1960). “A new approach to linear filtering and prediction problems.” Trans. ASME J. Basic Eng., 82(1), 35–45.
Kang, D., and Lansey, K. (2009). “Real-time demand estimation and confidence limit analysis for water distribution systems.” J. Hydraul. Eng., 825–837.
Kang, D., Pasha, M., and Lansey, K. (2009). “Approximate methods for uncertainty analysis of water distribution systems.” Urban Water, 6(3), 233–249.
McKenna, S., Vugrin, E., Hart, D., and Aumer, R. (2013). “Multivariate trajectory clustering for false positive reduction in online event detection.” J. Water Resour. Plann. Manage., 3–12.
Misiunas, D., Vítkovský, J., Olsson, G., Lambert, M., and Simpson, A. (2006). “Failure monitoring in water distribution networks.” Water Sci. Technol., 53(4–5), 503–511.
Montgomery, D. (2009). Statistical quality control: A modern introduction, 6th Ed., Wiley, Hoboken, NJ.
Mounce, S., Day, A., Wood, A., Khan, A., Widdop, P., and Machell, J. (2002). “A neural network approach to burst detection.” Water Sci. Technol., 45(4–5), 237–246.
Mounce, S., Khan, A., Wood, A., Day, A., Widdop, P., and Machell, J. (2003). “Sensor-fusion of hydraulic data for burst detection and location in a treated water distribution system.” Inf. Fusion, 4(3), 217–229.
Mounce, S. R., Boxall, J. B., and Machell, J. (2010). “Development and verification of an online artificial intelligence system for detection of bursts and other abnormal flows.” J. Water Resour. Plann. Manage., 309–318.
Mounce, S. R., and Machell, J. (2006). “Burst detection using hydraulic data from water distribution systems with artificial neural networks.” Urban Water J., 3(1), 21–31.
Palau, C. V., Arregui, F. J., and Carlos, M. (2012). “Burst detection in water networks using principal component analysis.” J. Water Resour. Plann. Manage., 47–54.
Pasha, M., and Lansey, K. (2005). “Analysis of uncertainty on water distribution hydraulics and water quality.” Proc., World Water Congress 2005, ASCE, Reston, VA.
Poulakis, Z., Valougeorgis, D., and Papadimitriou, C. (2003). “Leakage detection in water pipe networks using a bayesian probabilistic framework.” Probab. Eng. Mech., 18(4), 315–327.
Quevedo, J., et al. (2010). “Validation and reconstruction of flow meter data in the Barcelona water distribution network.” Control Eng. Pract., 18(6), 640–651.
Romano, M., Kapelan, Z., and Savic, D. A. (2010). “Real-time leak detection in water distribution systems.” Proc., 12th Water Distribution Systems Analysis Conf., ASCE, Reston, VA.
Romano, M., Kapelan, Z., and Savic, D. A. (2014). “Automated detection of pipe bursts and other events in water distribution systems.” J. Water Resour. Plann. Manage., 457–467.
Vugrin, E. D., McKenna, S. A., and Hart, D. B. (2009). “Trajectory clustering approach for reducing water quality event false alarms.” Proc., World Environmental and Water Resources Congress, ASCE, Reston, VA, 590–599.
Walski, T., Sage, P., and Wu, Z. (2014). “What does it take to make automated calibration find closed valves and leaks?” Proc., Environment and Water Resources Institute (EWRI) Conf., ASCE, Reston, VA.
Welch, G., and Bishop, G. (2004). “An introduction to the Kalman filter.”, Univ. of North Carolina, Chapel Hill, NC.
Ye, G., and Fenner, R. (2011). “Kalman filtering of hydraulic measurements for burst detection in water distribution systems.” J. Pipeline Syst. Eng. Pract., 14–22.
Ye, G., and Fenner, R. (2014). “Weighted least squares with expectation-maximization algorithm for burst detection in U.K. water distribution systems.” J. Water Resour. Plann. Manage., 417–424.
Zhang, H., and Pu, Z. (2010). “Beating the uncertainties: Ensemble forecasting and ensemble based data assimilation (review article).” Adv. Meteorol., 10.

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Go to Journal of Water Resources Planning and Management
Journal of Water Resources Planning and Management
Volume 141Issue 5May 2015

History

Received: Dec 3, 2013
Accepted: May 27, 2014
Published online: Jul 25, 2014
Discussion open until: Dec 25, 2014
Published in print: May 1, 2015

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Authors

Affiliations

Donghwi Jung [email protected]
Postdoctoral Research Associate, Dept. of Civil Engineering and Engineering Mechanics, Univ. of Arizona, Tucson, AZ 85721. E-mail: [email protected]
Kevin Lansey, A.M.ASCE [email protected]
Professor, Dept. of Civil Engineering and Engineering Mechanics, Univ. of Arizona, Tucson, AZ 85721 (corresponding author). E-mail: [email protected]

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