Chapter
Nov 9, 2012

Rehabilitation of Large Diameter PCCP: Relining and Sliplining with Steel Pipe

Publication: Pipelines 2012: Innovations in Design, Construction, Operations, and Maintenance, Doing More with Less

Abstract

Failures of Prestressed Concrete Cylinder Pipe (PCCP) throughout North American municipal water transmission systems since the 1970's has led to the development of a myriad of rehabilitation technologies. Besides removing and replacing full sections of distressed pipe with new pipe, the most widely used method of rehabilitation of PCCP is the structurally independent, Type IV relining of the host pipe with steel cylinders. Referred to as Steel Cylinder Relining or Sliplining, both of these semi-trenchless technologies allow a fully structural renewal of long lengths of PCCP in an economical and expeditious manner. The differences between Relining and Sliplining are discussed from the standpoint of manufacture, flow capacities, design, planning, installation and corrosion protection. The paper also provides a description and comparison of other rehab technologies.

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Go to Pipelines 2012
Pipelines 2012: Innovations in Design, Construction, Operations, and Maintenance, Doing More with Less
Pages: 494 - 504

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Published online: Nov 9, 2012

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Shah Rahman [email protected]
Central Regional Engineer, Northwest Pipe Company, 1011 California Ave., Suite 100, Corona, CA 92881. E-mail: [email protected]
Western Regional Engineer, Northwest Pipe Company, 13139 Edina Way, Poway, CA 92064. E-mail: [email protected]
Richard Mielke [email protected]
Director of Engineering, Northwest Pipe Company, 5721 SE Columbia Way, Suite 200, Vancouver, WA 98661. E-mail: [email protected]
Corporate Chief Engineer, Northwest Pipe Company, 5721 SE Columbia Way, Suite 200, Vancouver, WA 98661. E-mail: [email protected]

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