Scipediacontent: Scipediacontent moved page Draft Content 590622478 to Bell et al 2007a

2021-02-01T19:25:11Z

Scipediacontent moved page Draft Content 590622478 to Bell et al 2007a

Scipediacontent: Created page with " == Abstract == Prestressed concrete cylinder pipe (PCCP) tends to be of large diameter, making many failures of this type of pipe relatively catastrophic and costly. To date..."

2021-02-01T19:25:07Z

Created page with " == Abstract == Prestressed concrete cylinder pipe (PCCP) tends to be of large diameter, making many failures of this type of pipe relatively catastrophic and costly. To date..."

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== Abstract ==

Prestressed concrete cylinder pipe (PCCP) tends to be of large diameter, making many failures of this type of pipe relatively catastrophic and costly. To date, most research has been focused on PCCP inspection technologies and performance prediction in order to minimize the risk to utilities from failures. The performance of Prestressed Concrete Cylinder Pipe has been an item of interest to water utilities for a long time. Fifteen years ago, AWWA Research Foundation (AwwaRF) and the Bureau of Reclamation initiated a study, Performance of Prestressed Concrete Pipe that was unfortunately never published. AwwaRF has also funded studies to develop software that uses fuzzy logic (Kleiner, et al. 2005) to predict future PCCP behavior useful if a utility has sufficient data from actual field experience with PCCP. Another AwwaRF report (Romer, et al. 2005), developed methodologies, techniques, protocols, and technology for identifying the specific conditions that lead to corrosion failures of PCCP. That study included testing the effects of cathodic protection on pre-existing notches in PCCP reinforcing wires, and compared the accuracy of similar internal investigative tools for the detection of broken PCCP reinforcing wires. This paper presents preliminary results of the most recent AwwaRF funded study, intended to collect, codify, expand upon, and disseminate the results of the previous studies on PCCP failures. The project began with a survey of a selected group of water utilities with a fair amount of PCCP in their systems, selected carefully to represent the range of conditions and variables that affect PCCP performance across North America. The survey results, combined with a pre-existing database of over 450 PCCP failures, were statistically projected over the installed PCCP base of North America, and provide a surprising indicator of failures and failure rate of PCCP.

== Original document ==

The different versions of the original document can be found in:

* [http://pdfs.semanticscholar.org/ac4a/ad364449240d049b6981a0af4d0913dc9627.pdf http://pdfs.semanticscholar.org/ac4a/ad364449240d049b6981a0af4d0913dc9627.pdf]

* [http://ascelibrary.org/doi/pdf/10.1061/40934%28252%2964 http://ascelibrary.org/doi/pdf/10.1061/40934%28252%2964],
: [http://dx.doi.org/10.1061/40934(252)64 http://dx.doi.org/10.1061/40934(252)64]

* [https://ascelibrary.org/doi/abs/10.1061/40934%28252%2964 https://ascelibrary.org/doi/abs/10.1061/40934%28252%2964],
: [http://www.waterrf.org/PublicReportLibrary/91214.pdf http://www.waterrf.org/PublicReportLibrary/91214.pdf],
: [https://academic.microsoft.com/#/detail/2315088137 https://academic.microsoft.com/#/detail/2315088137]

← Older revision	Revision as of 19:25, 1 February 2021
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Bell et al 2007a - Revision history

Scipediacontent: Scipediacontent moved page Draft Content 590622478 to Bell et al 2007a

Scipediacontent: Created page with " == Abstract == Prestressed concrete cylinder pipe (PCCP) tends to be of large diameter, making many failures of this type of pipe relatively catastrophic and costly. To date..."