Pipe Performance Curves: What Are They, and Why Their Contours Vary
Publication: Pipelines 2022
ABSTRACT
This paper focuses on awareness and understanding of “pipe performance curves.” What are they? How are they derived? How are they different? Why are they important? Meaningful predictions of pipe performance and life expectancy depend on accurate measurements of actual in-service pipe performance over significant time periods. The unpredictability and variability associated with factors that can affect life expectancy can be considerable. This is especially true for performance expectations on the order of 100 or more years. Recognition that different pipe materials/products deteriorate at different rates and for different reasons is a prerequisite to making product selections that optimize water infrastructure performance and longevity. Published performance curves for several pipe products commonly used for water transmission and distribution are reviewed. The various performance curve contours are categorized according to a pipe product’s inherent characteristics and limitations. Such information is key to selecting and engineering underground water pipelines that will perform, sustainably for 100 years, while failure to understand and recognize performance curve contour differences leads to inaccurate life expectancy forecasts.
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REFERENCES
Burn, S., Davis, P., Schiller, T., Tiganis, B., Tjandraatmadja, G., Cardy, M., Gould, S., Sadler, P., and Whittle, A. (2005). Long-Term Performance Prediction for PVC Pipes, Awwa Research Foundation, Denver, CO.
Cromwell, J. (2006). “Water Infrastructure at a Turning Point: The Road to Sustainable Asset Management,”, Denver, CO.
Duvall, D., and Edwards, D. (2009). Oxidative Degradation of High Density Polyethylene Pipes from Exposure to Drinking Water Disinfectants, Engineering Systems Inc., Aurora, IL.
Folkman, S. (2018). Water Main Break Rates in the USA and Canada: A Comprehensive Study, Utah State University, Logan, UT.
Kroon, D., Bowman, E., and Jacobson, G. (January 2019). “Corrosion Management Can Save Water and Wastewater Utilities Billions of Dollars Annually,” Journal AWWA, Denver, CO.
NRC (National Research Council). (2009). Review of the Bureau of Reclamations Corrosion Prevention Standards for Ductile Iron Pipe, The National Academies Press, Washington, DC.
Ong, S. K., Gaunt, J. A., Mao, F., Cheng, C., Esteve-Agelet, L., and Hurburgh, C. R. (2008). Impact of Hydrocarbons on PE/PVC Pipes and Pipe Gaskets. Awwa Research Foundation (now Water Research Foundation). Denver, CO.
Osteraas, J. (2021). “Asbestos-Cement (Transite) Pipe in Water Distribution Systems,” Exponent Engineering and Scientific Consulting, www.exponent.com.
PCA (Portland Cement Association). (2002). “Types and Causes of Concrete Deterioration”, Skokie, IL.
Rajani, B., Kleiner, Y., and Krys, D. (2011). Long-Term Performance of Ductile Iron Pipes, Water Research Foundation, Denver, CO.
Samarth, P., and Mahanwar, P. (2021). Degradation of Polymer & Elastomer Exposed to Chlorinated Water—A Review, Department Polymer and Surface Engineering, Institute of Chemical Technology, Mumbai, India.
Sinha, S., Vishwakama, A., and Xu, H. (2021). National Water Pipeline Infrastructure Database: Report To The U.S. Congress, Virginia Polytechnic Institute and State University, Blacksburg, VA.
USEPA. (2002). The Clean Water and Drinking Water Infrastructure Gap Analysis, United States Environmental Protection Agency, Washington, DC.
Veenendeal, G., Verheijen, L., and Vonk, M. (1985). Effects of Soil Contaminants and Piping Materials on Drinking Water Quality, KIWA, Nieuwegein, The Netherlands.
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Published online: Jul 28, 2022
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