Chapter
Aug 4, 2014

Development of a Risk Assessment Tool for Managing PCCP Assets with Broken Wires

Publication: Pipelines 2014: From Underground to the Forefront of Innovation and Sustainability

Abstract

Aging pipeline infrastructure and limited funding for pipeline maintenance efforts make condition assessment an essential function in managing large-diameter pipeline assets for water agencies. Many of these pipelines are prestressed concrete cylinder pipe (PCCP) and, therefore, are subject to an elevated risk of failure attributable to prestressed wire breaks and continued corrosion of steel cylinders. Major water agencies must emphasize assessing and monitoring the PCCP pipelines' condition. Condition assessments should include (1) determining the pipeline's structural condition by considering the number of wire breaks and the external and internal loads on the pipeline, (2) ranking the pipeline's condition, and (3) prioritizing maintenance needs. Based on past research supported by the PCCP Users Group and the American Concrete Pressure Pipe Association (ACPPA), the use of risk curves in PCCP asset management has been successfully demonstrated in the existing literature. However, given the complex structural analysis procedures required for the design of PCCP and the development of appropriate representations for wire break conditions, analysis tools for creating such risk curves have not been widely developed for practical applications. This paper presents a Microsoft Excel spreadsheet-based risk assessment tool developed by the primary author to perform structural analyses and to create risk curves based on condition assessment findings, including wire breaks detected through electromagnetic data and corrosion damage to cylinders obtained from internal and external pipeline inspection. The spreadsheet tool uses the structural analysis approach outlined in the current American Water Works Association (AWWA) C304 standard and historical C301 and C304 standards. The paper also presents an example of the tool's application to a risk-based condition assessment program.

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Go to Pipelines 2014
Pipelines 2014: From Underground to the Forefront of Innovation and Sustainability
Pages: 1 - 11

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Published online: Aug 4, 2014

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Sri Rajah, Ph.D. [email protected]
P.E.
M.ASCE
Senior Structural Engineer, HDR Engineering, Inc., 500 108th Ave, Suite 1200, Bellevue, WA 98004. E-mail: [email protected]
John Plattsmier [email protected]
P.E.
M.ASCE
Pump Station and Pipeline National Director, HDR Engineering, Inc., 1670 Broadway, Suite 3400, Denver CO 80202-4824. E-mail: [email protected]
Bethany McDonald [email protected]
P.E.
M.ASCE
Senior Project Manager, HDR Engineering, Inc., 3200 E. Camelback Road, Suite 350, Phoenix, AZ 85018. E-mail: [email protected]
Aimee D. Conroy [email protected]
P.E.
M.ASCE
Deputy Water Services Director, Phoenix Water Services Department, City of Phoenix, Phoenix City Hall, 200 W. Washington St., Phoenix, AZ 85003. E-mail: [email protected]

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