Chapter
Aug 30, 2024

A Comprehensive Analysis of PVC Pressure Pipelines’ In-Service Performance

ABSTRACT

Pipe infrastructure is the underpinning of our health, safety, and economy. With proper design, polyvinyl chloride (PVC) pipes have withstood a wide range of operating pressures, ground motions, and exposure to aggressive environments. Corrosion-free durability, broad in-service success, and cost effectiveness have made PVC pipe a very popular choice for water distribution and transmission. While the in-service failure rates for PVC pipe are relatively low, all pipe products experience failures. To keep PVC pipe infrastructure working better, safer, and longer, it is important to understand PVC pipe’s service life factors and the underlying causes for in-service failures. In this research, previous studies and investigations which were carried out to predict the lifetime and/or mechanical failures in buried PVC pressure pipelines are comprehensively reviewed. The existing publications are analyzed and discussed regarding PVC pressure pipe failure rates and the causes for mechanical failures are delineated. Determining whether a particular failure is isolated, or indicative of a larger problem, requires accurate identification of the root cause. The aim of this research is to examine and classify the results from previous investigations. Different causes and types of mechanical failures are explained. The findings developed from this review indicate advantages, limitations, and research gaps in this area. Finally, recommendations for improving in-service performance and future research directions are presented.

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REFERENCES

AWWA (American Water Works Association). AWWA M23. “PVC Pipe – Design and Installation”, Third Edition, AWWA, Denver, CO (2020).
AWWA (American Water Works Association). AWWA C900-22. “Standard for Polyvinyl Chloride (PVC) Pressure Pipe and Fabricated Fittings, 4 In. Through 60 In. (100 mm Through 1,500 mm).” AWWA, Denver, CO (2022).
AWWA (American Water Works Association). AWWA C605-21. “Standard for Underground Installation of Polyvinyl Chloride (PVC) and Molecularly Oriented (PVCO) Pressure Pipe and Fittings, 4 In. Through 60 In. (100 mm Through 1,500 mm).” AWWA, Denver, CO (2021).
Balkaya, M., and Moore, I. (2009). “Numerical and Experimental Analysis of a Gasketed PVC Pipe-Joint,” TRB 2009 Annual Meeting, Washington, DC.
Bluefield Research, U.S. Municipal Pipe Markets: Trends, Opportunities and a Changing Competitive Landscape in Water, Boston, MA (2017).
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.
Folkman, S. (2014). PVC Pipe Longevity Report, Utah State University, Logan, UT.
Folkman, S. (2018). Water Main Break Rates in the USA and Canada: A Comprehensive Study, Utah State University, Logan, UT.
Rahman, S., and Watkins, R. (2005). “Longitudinal Mechanics of Buried Thermoplastic Pipe: Analysis of PVC Pipes of Various Joint Types,” Proceedings of ASCE’s Pipelines Conference 2005, Houston, TX.
Shumard, D., Fisher, C., and Rahman, S. (2006). “A Photoelastic Study of Strains in PVC Pipe Bells Encountered During a Variety of Assembly Scenarios”, Plastics Pipes XIII Conference, Washington, DC.
Uni-Bell PVC Pipe Association. (2013). “Expansion Gaps for Gasketed PVC Pipe: Maximizing Joint Performance”, Technical Brief, Irving, TX.
Winn, L. (2018). “Limits of Longitudinal Bending of C900 PVC Pipe”, Journal AWWA, Denver, CO.
Youssef, Y., Gauthier, S., and St-Aubin, R. (2008). “Effect of Over-Insertion and Over-Deflection on the Integrity of PVC Pressure Pipe”, International Pipelines Conference 2008, Atlanta, GA.

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Pipelines 2024
Pages: 452 - 461

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Published online: Aug 30, 2024

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Bob Walker, P.E., M.ASCE [email protected]
1Underground Solutions, Inc., Poway, CA. Email: [email protected]

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