ABSTRACT

Use of innovative composite systems for new pipeline construction as well as rehabilitation of existing pipes can open the door for extraordinary applications that would be too expensive or unfeasible to produce, transport, and install with conventional materials such as reinforced concrete and steel. This is more pronounced for supersize pipes over 10 ft in diameter. Once the diameter reaches above that level, production costs go up drastically mainly due to going above the typical size range of serial production with standard equipment. Another caveat is the high weight and large space these pipes take with conventional materials to an extent that it could be virtually impossible to load and transport them across the country due to roadway load restrictions in the itinerary, limited clearances under bridges, and truck bed size. As such, for super large pipes (e.g., 10 ft and above in diameter), the options are very limited. For rehabilitation, cast/cured in place systems or panels in lieu of 360-degree pipe liners are the more common options. Nevertheless, those methods have their limitations with respect to load bearing capacity, installation difficulties, as well as the need for bypassing the flow and drying out the pipe for cured-in-place components. This paper will discuss the design and production methods used to make large diameter pipes/liners utilizing a patented composite system that is comprised of glass, carbon fiber, and a proprietary core layer. Case studies including rehabilitation of a 17.5-ft sewer interceptor with a 16-ft diameter liner will be presented. At 16-ft internal diameter (ID), this is likely the largest polymeric pipe ever made as a monolithic piece.

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REFERENCES

Ehsani, M. 2017. ASCE Innovation Award Winner: Sandwich Construction Carbon FRP Pipe. Proceedings – ASCE Pipelines, Phoenix, Arizona.
Sever, V. F., and Ehsani, M. 2019. Designing an Economical FRP System for Pipeline Rehabilitation. Proceedings – ASCE Pipelines, Nashville, TN.
ASTM. ASTM D-2412 - Standard Test Method for Determination of External Loading Characteristics of Plastic Pipe by Parallel-Plate Loading.
AWWA (American Water Works Association). AWWA C304-14(R19) Design of Prestressed Concrete Cylinder Pipe.
AWWA (American Water Works Association). AWWA C900-07 Polyvinyl Chloride (PVC) Pressure Pipe and Fabricated Fittings, 4 In. Through 12 In. (100 mm Through 300 mm), for Water Transmission and Distribution (PDF).
AWWA (American Water Works Association). AWWA C906-15 Polyethylene (PE) Pressure Pipe and Fittings, 4 In. Through 65 In. (100 mm Through 1,650 mm), for Waterworks (PDF).

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Go to Pipelines 2023
Pipelines 2023
Pages: 191 - 199

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Published online: Aug 10, 2023

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V. Firat Sever, Ph.D. [email protected]
P.E.
1QuakeWrap, Inc., Tucson, AZ. Email: [email protected]
Xuanchen (Owen) Yan, Ph.D. [email protected]
2QuakeWrap, Inc., Tucson, AZ. Email: [email protected]
Mo Ehsani, Ph.D. [email protected]
P.E.
S.E.
3QuakeWrap, Inc., Tucson, AZ. Email: [email protected]

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