Technical Papers
May 19, 2017

Empirical Assessment of Unobserved Heterogeneity and Polyvinyl Chloride Pipe Failures in Water Distribution Systems

Publication: Journal of Performance of Constructed Facilities
Volume 31, Issue 5

Abstract

An understanding of the failure patterns of pipes in water distribution systems is critical to cost-effective system-maintenance planning. Failure patterns, which typically measure the frequency of water main breaks in a water distribution system, can vary widely depending on the type of pipe material being considered, and statistical analysis of pipe frequency-of-failure data is complicated by limited data on soil conditions, freeze-thaw cycles, construction quality, and so on, which manifests itself as unobserved heterogeneity. The current paper considers failure frequencies in polyvinyl chloride (PVC) pipes using pipe-break data from a 21-year period in Indianapolis, Indiana. Failure frequencies were studied using a random parameters negative binomial (and a latent class negative binomial) to account for possible unobserved heterogeneity in the data and to assess the systemwide monthly frequency of PVC pipe breaks as a function of a number of observable explanatory variables. The results indicate the importance of pipe diameter, length, and age, and environmental conditions, in estimating monthly break frequency. This paper provides an important demonstration of method (the application of heterogeneity models), and the model estimation results provide insights into pipe-failure frequencies that can be used as guidance for both maintenance-crew allocations and targeted inspection of PVC pipes. Future databases, which may include detailed information on soil conditions, freeze-thaw cycles, construction quality, and other factors, can provide additional heterogeneity-related insights using the methods proposed in this paper.

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Acknowledgments

The authors would like to extend their appreciation to the Citizens Energy Group in Indianapolis, Indiana, for its support and collaboration in providing the water distribution characteristics and main breaks data. Citizens Energy Group recognizes the intent of this report and values the general conclusions drawn by its authors. However, Citizens does not warrant validity of the source data or the results derived from its use.

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Information & Authors

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Published In

Go to Journal of Performance of Constructed Facilities
Journal of Performance of Constructed Facilities
Volume 31Issue 5October 2017

History

Received: Sep 20, 2016
Accepted: Feb 22, 2017
Published online: May 19, 2017
Published in print: Oct 1, 2017
Discussion open until: Oct 19, 2017

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Authors

Affiliations

Hamed Zamenian, A.M.ASCE [email protected]
Ph.D. Candidate, Lyles School of Civil Engineering, Purdue Univ., 550 Stadium Mall Dr., West Lafayette, IN 47907 (corresponding author). E-mail: [email protected]
Kasey M. Faust, Ph.D., A.M.ASCE [email protected]
Assistant Professor, Dept. of Civil, Architectural and Environmental Engineering, Univ. of Texas at Austin, 301 E. Dean Keeton St., Stop C1700, Austin, TX 78712. E-mail: [email protected]
Fred L. Mannering, Ph.D. [email protected]
Professor, Dept. of Civil and Environmental Engineering, Univ. of South Florida, 4202 E. Fowler Ave., ENG 207, Tampa, FL 33620. E-mail: [email protected]
Dulcy M. Abraham, Ph.D., A.M.ASCE [email protected]
Professor, Lyles School of Civil Engineering, Purdue Univ., 550 Stadium Mall Dr., West Lafayette, IN 47907. E-mail: [email protected]
Tom Iseley, Ph.D., Dist.M.ASCE [email protected]
P.E.
Professor and Director, Trenchless Technology Center, Louisiana Tech Univ., Dan Reneau Dr., Ruston, LA 71270. E-mail: [email protected]

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