Chapter
Jul 11, 2018
Pipelines 2018
Design, Manufacture, and Microtunnel Construction Using Wet Retrieval of the 108-Inch Diameter Low Level Outlet at NYC’s Gilboa Dam
Authors: Everette Knight [email protected], Emory Chase [email protected], Richard Mielke [email protected], and Leszek Glodkowski [email protected]Author Affiliations
Publication: Pipelines 2018: Planning and Design
ABSTRACT
Schoharie Reservoir is part of the Catskill System, and one of three systems that supply water to the city of New York. Approximately 35% of the city’s average daily demand is provided by the Catskill System, of which about 25% is supplied by the Schoharie Reservoir. The construction of Gilboa Dam was completed in 1926 and is comprised of a 700-ft-long earth embankment with a concrete core wall, and a 1,324-ft-long cyclopean concrete spillway with a maximum height of 160 ft. Like many reservoirs in the northeast, the capacity of the release works became restricted due to the age of the mechanical equipment, silting at outlet locations, and changes in release needs since the time of original reservoir construction. The final design of the low level outlet (LLO) was completed in June of 2014 and the project was bid in late fall of 2014 followed by award to SRJV and notice to proceed for construction in June of 2015. The project is scheduled to be completed in June of 2020 and when completed will represent one of the largest microtunnel boring machine project installations with wet retrieval ever accomplished in the United States. The 2100 linear feet of 108-in diameter Permalok steel casing will be installed in the tunnel while maintaining normal operating conditions of the Schoharie Reservoir at all times. This paper places particular emphasis on the practical applications from the view point of the owner, engineer, and manufacturer. Areas of interest include planning and design of the tunnel, the selection of tunnel lining materials, the Permalok steel casing manufacturing process, and key tunnel planning, design, and construction elements.
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Published In
Pipelines 2018: Planning and Design
Pages: 217 - 225
Editors: Christopher C. Macey, AECOM and Jason S. Lueke, Ph.D., Associated Engineering
ISBN (Online): 978-0-7844-8164-6
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
P.E.
Project Engineer, Hazen, 4011 Westchase Blvd., Suite 500, Raleigh, NC 27607. E-mail: [email protected]
Gilboa Dam Program Manager, NYCDEP-BED&C, 368 State Rd. 990V, Gilboa, NY 12076. E-mail: [email protected]
P.E.
Director of Engineering, Permalok A Northwest Pipe Company, 5721 SE Columbia Way, Suite 200, Vancouver, WA 98661. E-mail: [email protected]
P.E.
Project Engineer, COWI Tunnel COWI North America, Inc., 2 Edison Pl., Springfield, New Jersey 07081. E-mail: [email protected]
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