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Queens Water Tunnel #2, Stage #2 |
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Project Location : |
Queens, New York City, NY, USA
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Owner : |
DEP (Department of Environmental Protection), New York City
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Design Firm : |
-
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Contractor : |
GPS (Grow-Perini-Skanska)
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Construction Manager : |
-
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Purpose of the Tunnel : |
To improve fresh water distribution throughout the city
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| Total Tunnel Length : | 4.72-mile
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| Excavated Diameter : | 23.18-ft
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| Secondary Lining : | -
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Excavation Start : |
1996
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Excavation End : |
1999
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Bid Value : |
170,000,000 USD
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Geology : |
Gneiss
formation including biotite-hornblende gneiss intermixed with granitic
gneiss, amphibolite, pegmatite, and biotite schist.
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TBM Specifications : |
Robbins
235-282 high-performance tunnel-boring machine. 23.18-ft cutterhead diameter 50 19-inch disc cutters with 0.75-inch tip with and 70,000 lbs max. cutter load 4220 hp cutterhead power 3,500,00 lbs total installed thrust
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Publications : |
Khalighi B. B., Diehl J. J., "High Performance Tunnel Boring Machine for Queens Water Tunnel, No. 3: A Design and Case History", RETC 1997.
Merguerian C., Ozdemir L., "Rock Mass Properties and Hard Rock TBM Penetration Rate Investigations, Queens Tunnel Complex, NYC Water Tunnel #3, Stage #2", RETC 2003.
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