Chapter
Jul 11, 2018
Pipelines 2018
An Unexpected Reducer: Engineering a Pipe Connection Solution in the Field
Authors: R. Pierce Smith [email protected], Justin C. Reeves [email protected], and J. Warren Green [email protected]Author Affiliations
Publication: Pipelines 2018: Condition Assessment, Construction, and Rehabilitation
ABSTRACT
During a large diameter pipeline shutdown, that permitted no more than 72-hours total shutdown to replace approximately 24-meters (78-feet) of 1,067-millimeter diameter (42-inch) pipe, a significant hurdle was identified in the field. The installing contractor supplied new steel pipe to connect to the existing prestressed concrete cylinder pipe (PCCP) but did not successfully match the steel pipe diameter with that of the PCCP bell and spigot. This paper reviews the solution developed in the field, within 4-hours of notification to the design engineer, and successfully installed by the contractor less than 36-hours later. The design included a built up concentric reducer to connect the new steel pipeline with the existing PCCP installation. In order to ensure timely completion, the design was prepared with careful consideration of the contractor's available materials, equipment, and staff. To date, the affectionately nicknamed Frankenstein reducers have proven to be effective solutions and are a dependable asset in the owner’s water transmission system.
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REFERENCES
1.
AWWA (American Water Works Association). (2017). M11—Steel Water Pipe: Guide for Design and Installation. Fifth Edition. AWWA, Denver, CO. 91.
2.
Richard G. Budynas and Warren C. Young. (2002). Roark’s Formulas for Stress and Strain. 7th Edition. McGraw-Hill, New York, NY. 457–466.
Information & Authors
Information
Published In
Pipelines 2018: Condition Assessment, Construction, and Rehabilitation
Pages: 321 - 326
Editors: Christopher C. Macey, AECOM and Jason S. Lueke, Ph.D., Associated Engineering
ISBN (Online): 978-0-7844-8165-3
Copyright
© 2018 American Society of Civil Engineers.
History
Published online: Jul 11, 2018
Published in print: Jul 12, 2018
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Authors
Affiliations
Lockwood, Andrews & Newnam, Inc., 8350 N. Central Expy., Suite 1400, Dallas, TX 75219. E-mail: [email protected]
P.E.
Lockwood, Andrews & Newnam, Inc., 1320 S. Univeristy Dr., Suite 450, Fort Worth, TX 76108. E-mail: [email protected]
P.E.
Lockwood, Andrews & Newnam, Inc., 1 Oakbrook Ter., Suite 300, Oakbrook Terrace, IL 60181. E-mail: [email protected]
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Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.