Chapter
Jul 11, 2018
Pipelines 2018

Challenges Associated with Designing Large Diameter Feedermain Interconnections

Publication: Pipelines 2018: Planning and Design

ABSTRACT

The Washburn Second Feedermain Project is a 900 mm (36 in) diameter potable water feedermain that will extend a total of 3,923 m (2.4 mi) and will provide additional supply and redundancy to Halton Region’s (Ontario, Canada) water network. The new 900 mm (36 in) diameter feedermain interconnects with the existing 1,050 mm (42 in) diameter Washburn Feedermain which is currently the primary supply of water to the Washburn Reservoir and Pumping Station. The interconnection between large diameter critical feedermains presents several design, construction, and commissioning challenges. This paper presents the process and challenges associated with designing, constructing, and commissioning the interconnections between the existing and new large diameter feedermains.

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ACKNOWLEDGEMENTS

The authors would like to thank and express their sincere appreciation to Kyle Eckart (AE), Mickey Liu and Patrick Wilkon (Halton Region) for their assistance in completing this paper.

BIBLIOGRAPHY

AWWA. 2008. M9 Concrete Pressure Pipe, 3rd ed. Denver,
AWWA. 2004. M11 Steel Pipe: A Guide for Design and Installation, 4th ed. Denver, Sustainable Halton Water & Wastewater Master Plan (2011).

Information & Authors

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Published In

Go to Pipelines 2018
Pipelines 2018: Planning and Design
Pages: 165 - 175
Editors: Christopher C. Macey, AECOM and Jason S. Lueke, Ph.D., Associated Engineering
ISBN (Online): 978-0-7844-8164-6

History

Published online: Jul 11, 2018

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Authors

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Daniel Meskell [email protected]
Associated Engineering (Ont.), Suite 200, 165 Commerce Valley Dr. West, Markham, ON L3T 7V8. E-mail: [email protected]
Jacek Pawlus [email protected]
Regional Municipality of Halton, 1151 Bronte Rd., Oakville, ON L6M 3L1. E-mail: [email protected]
Associated Engineering (Ont.), Suite 200, 165 Commerce Valley Dr. West, Markham, ON L3T 7V8. E-mail: [email protected]

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