Forecasting the Remaining Useful Life of Cast Iron Water Mains
Publication: Journal of Performance of Constructed Facilities
Volume 23, Issue 4
Abstract
Effective asset management strategy of civil infrastructure systems requires integration of technical and financial plans. This is particularly true in managing water mains, which requires knowledge of their current condition and their forecasted remaining useful life. This paper presents a model designed to forecast the remaining useful life of cast iron water mains. The model is easy to use and its generated results are utilized in determining condition rating of the water mains being considered. The model considers factors related to pipe properties, its operating conditions, and the external environment that surrounds the pipe. In addition, it overcomes limitations associated with existing models. Three different data-driven techniques are considered in the model development; each is used to study the relationship between remaining useful life and a set of deterioration factors, and to forecast remaining useful life of cast iron water mains. These techniques are multiple regression and two types of artificial neural networks: multilayer perceptron; and general regression neural network. The data used in model development were acquired from 16 municipalities in Canada and the United States. The results produced by the developed models correlate well with the actual conditions.
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Acknowledgments
The writers wish to acknowledge the financial support provided by the Natural Sciences and Engineering Research Council of Canada,NRC and the internal research grant provided by the Faculty of Engineering and Computer Science, Concordia University. They would also like to thank Dr. R. Sadiq, for sharing his valuable knowledge and time.
References
American Water Works Association (AWWA). (1977). Standard for thickness design of cast iron pipe, C101-67 (R1977), ANSI/AWWA, Denver.
Conlin, R., and Baker, T. (1991). “Application of fracture mechanics to the failure behavior of buried cast iron mains.” Contract Rep. No. 266, London: Transport and Road Research Laboratory, London.
Dorn, E., Howsam, P., Hyde, R., and Jarvis, M. (1996). “Water mains guidance on assessment and inspection techniques.” Rep. No. 162, CIRIA, London.
Gibbs, M., Morgan, N., and Maier, H., Dandy, Nixon J., and Holmes, M. (2006). “Investigation into the relationship between chlorine decay and water distribution factors using data driven methods.” Math. Comput. Modell., 44, 485–498.
Gummow, R. (1984). “The corrosion of municipal iron water mains.” Mat. Perf., 19(3), 39–42.
Irwan, N., Sobri, H., and Hashem, A. (2007). “Radial basis function modeling of hourly streamflow hydrograph.” J. Hydrol. Eng., 12(1), 113–123.
Kirby, P. (1977). Internal corrosion and loss of strength of iron pipes, Water Research Centre, Swindon, U.K.
Kirmeyer, G. J., Richards, W., and Smith, C. D. (1994). An assessment of water distribution systems and associated research needs, American Water Works Association Research Foundation, Denver.
Kleiner, Y., and Rajani, B. (2000). “Considering time-dependent factors in the statistical prediction of water main breaks.” Proc., American Water Works Association Infrastructure Conf., Baltimore.
Kleiner, Y., and Rajani, B. (2002). “Modeling the deterioration of water mains and planning their renewal.” Proc., Infra 2002 Int. Conf. on Urban Infrastructure, Montreal.
Kleiner, Y., and Rajani, B. (2004). “Quantifying effectiveness of cathodic protection in water mains: Theory.” J. Infrastruct. Syst., 10(2), 43–51.
Lawrence, J. (1994). Introduction to neural networks. Design, theory and applications, California Scientific Software Press, Nevada City, Calif.
Maier, S., Powell, R., and Woodward, C. (2000). “Calibration and comparison of chlorine decay models for a test water distribution system.” Water Res., 34(8), 2301–2309.
MathWorks, Inc. (2008). ⟨http://www.mathworks.com⟩.
Mie, T., and Tong, Q. (2004). “Application of neural networks for software quality prediction using object-oriented metrics.” J. Syst. Softw., 76, 147–156.
Minitab software release, 14, user’s manual. (2006). Minitab Inc., State College, Pa.
Montgomery, D. C., and Peck, E. A. (1982). Introduction to linear regression analysis, Wiley, New York.
Moselhi, O., and Fahmy, M. (2007). “Integrated multiple-sensor methodology for condition assessment of water mains.” Proc., 2nd World Congress on Engineering Asset Management and 4th Int. Conf. on Condition Monitoring, Harrogate, U.K.
Myers, R. H. (2000). Classical and modern regression with applications, 3rd Ed., Brooks/Cole Publishing Company.
National Research Council (NRC). (2003). “Infra-guide innovations and best practices.” Developing a water distribution system renewal plan, Vol. 6, Ottawa.
O’Day, D. K. (1983). “Analyzing infrastructure condition—A practical approach.” Civ. Eng. (N.Y.), 53(4), 39–42.
O’Day, D. K., Weiss, R., Chiavari, S., and Blair, D. (1986). Water main evaluation for rehabilitation/replacement, AWWA, Denver.
Pelletier, G., Mailhot, A., and Villeneuve, J.-P. (2003). “Modeling water pipe breaks—Three case studies.” J. Water Resour. Plann. Manage., 129(2), 115–123.
Rajani, B., et al. (2000). Investigation of grey cast iron water mains to develop a methodology for estimating service life, American Water Works Association Research Foundation, Denver.
Rajani, B., and Makar, J. (2001). “A methodology to estimate remaining service life of gray cast iron water mains.” Can. J. Civ. Eng., 27, 1259–1272.
Rajani, B., and McDonald, S. (1995). “Water mains break data on different pipe materials for 1992 and 1993.” Rep. No. A-7019.1, National Research Council of Canada, Ottawa.
Rajani, B., Zhan, C., and Kuraoka, S. (1996). “Pipe-soil interaction analysis for jointed water mains.” Can. Geotech. J., 33(3), 393–404.
Romanoff, M. (1964). “Exterior corrosion of cast iron pipe.” J. Am. Water Works Assoc., 56(9), 1129–1143.
Rossum, J. (1969). “Prediction of pitting rates in ferrous metals from soil parameters.” J. Am. Water Works Assoc., 61(6), 305–310.
Sacluti, F., Stanley, S. J., and Zhang, Q. (1998). “Use of artificial neural networks to predict water distribution pipe breaks.” Proc., 50th Annual Conf. of the Western Canadian Water and Wastewater Association, Calgary, Alta., Canada.
Seica, M. and Packer, J., Grabinsky, and Adams, B. (2002). “Evaluation of the properties of Toronto iron water mains and surrounding soil.” Can. J. Civ. Eng., 29, 222–237.
Sinske, S., and Zietsman, H. (2004). “A spatial decision support system for pipe-break susceptibility analysis of municipal water distribution systems.” Water SA, 30(1), ⟨http://www.wrc.org.za⟩.
Thwin, M., and Quah, T. (2003). “Application of neural networks for software quality prediction using object-oriented metrics.” Proc., Int. Conf. on Software Maintenance.
Ward Systems Group, Inc. (1996). NeuroShell-2 user’s manual, Frederick, Md.
Yamamoto, K., Mizoguti, S., and Yoshimitsu, K. (1983). “Relation between graphitic corrosion and strength degradation of cast iron pipe.” Corros. Eng., 32(3), 157–162.
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© 2009 ASCE.
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Received: Aug 9, 2007
Accepted: Mar 31, 2009
Published online: Jul 15, 2009
Published in print: Aug 2009
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