Pipelines 2020
Decision Making Process for Identifying Optimum Trenchless Method for Corrugated Metal Pipe Rehabilitation in Stormwater
Publication: Pipelines 2020
ABSTRACT
Corrugated metal pipe (CMP) in stormwater infrastructure deteriorates from exposure to corrosive and demanding conditions which can lead to failures that result in pipe collapse, sinkholes, and flooding. Replacement through open cut is costly and disruptive to traffic due to the need to excavate the damaged pipes and roadways. These challenges could be reduced using trenchless technologies. However, it is difficult to fit various trenchless techniques into a comprehensive approach to rehabilitation that can provide equivalent performance in stormwater. In this study, the City of San Antonio developed a proactive program to assess and select trenchless technologies that are suitable for the specific pipe/environmental conditions in the City. Four technologies were selected: cured-in place pipe (CIPP), sliplining, spray-on lining, and invert paving. A decision-making matrix was developed to provide decision-makers the flexibility to tailor optimal solutions for specific deficient structures. The matrix and rehabilitation methodology selection process were tested a Pilot Project that was conducted in September–October 2019 on four defective CMP segments, totaling 1,871 LF.
Get full access to this article
View all available purchase options and get full access to this chapter.
REFERENCES
Arnoult, J. D. (1986). Culvert Inspection Manual. McLean, VA: USDOT Federal Highway Administration (FHWA).
Ballinger, C. A., & Drake, P. G. (1995). Culvert Repair Practices Manual. U.S. Department of Transportation, Office of Engineering and Highway Operation R&D. Federal Highway Administration.
Bazant, Z., & Cao, Z. (1989). Size Effect in Brittle Failure of Unreinforced Pipes. American Concrete Institute, (83).
Beaver, J. L., & Richie, M. C. (2016). Culvert and Storm Drain System Inspection Manual. Waltham, MA: American Association of State Highway and Transportation Official (AASHTO) and Federal Highway Administration (FHWA).
FEMA. (2005). Technical Manual: Conduits Through Embankment Dams. Federal Emergency Agency.
FHWA. (2012). Culvert Assessment and Decision-Making Procedures Manual for Federal Lands Highway. U.S. Department of Transportaion. Lakewood, CO: Federal Highway Administration.
John C. Matthews, J. C., Simicevic, J., Kestler, M. A., & Piehl, R. (2012). Decision Analysis Guide for Corrugated Metal Culvert Rehabilitation and Replacement Using Trenchless Technology. National Technology & Development Program. United States Department of Agriculture (USDA), Forest Services.
Matthews, J., & Allouche, E. (2004). Trenchless Assessment Guide for Construction and Replacement of Underground Utilities. Ruston, Louisiana, U.S.A.: Trenchless Technology Center, Louisiana Tech University.
Najafi, M., & Gokhale, S. (2004). Trenchless Technology: Pipeline Utility Design, Construction, and Renewal. New York, NY: McGraw-Hill Companies, Inc.
Royer, J. R., & Allouche, E. (2016). Laboratory Testing and Analysis of Geopolymer Pipe-lining Technology for Rehabilitation of Sewer and Stormwater Conduits. Dallas, TX: NASTT’s 2016 No-Dig Show.
Sterling, R. L. (2010). No Dig Technique and Challenges. Journal of Geo Engineering, 5(3), 63-67.
Thornton, C., Rebeson, M., Girard, L., & Smith, B. (2005). Culvert Pipe Liner Guide and Specifications. Urban Drainage and Flood Control District. Lakewood, CO: Federal Highway Administration (FHWA).
Van Haller, H. (1996). Rehabilitation of Failed Corrugated Metal Pipe Spillways. Regional Conference Mid Atlantic Council for Safe Dams (pp. 1–5). Council for Safe Dams.
Wagener, B. D., & Leagjeld, E. E. (2014). Culvert Repair Best Practices, Specifications and Special Provisions – Best Practices Guidelines. CNA Consulting Engineers. St. Paul, MN: Minnesota Department of Transportation, Office of Transportation System Management.
Watkins, R. K., & Anderson, L. R. (2000). Structural Mechanics of Buried Pipes. CRC Press LLC.
Weaver, J., Theys, J., & Bill, L. (2012). Manual of Corrugated Metal Pipe in Dams for Montana Dam Owners. Helena, MT: Great West Engineering, Inc.
Young, W. C., Budynas, R. G., & Ali, S. (2011). Roark’s Formulas for Stress and Strain (8 ed.). New York, NY: McGraw Hill.
Information & Authors
Information
Published In
Pipelines 2020
Pages: 402 - 410
Editors: J. Felipe Pulido, OBG, Part of Ramboll and Mark Poppe, Brown and Caldwell
ISBN (Online): 978-0-7844-8320-6
Copyright
© 2020 American Society of Civil Engineers.
History
Published online: Aug 6, 2020
Published in print: Aug 6, 2020
Authors
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.