Queens Water Tunnel #2, Stage #2

 

Project Location :

Queens, New York City, NY, USA

 

Owner :

DEP (Department of Environmental Protection), New York City

 

Design Firm :

-

 

Contractor :

GPS (Grow-Perini-Skanska)

 

Construction Manager :

-

 

 

 

 

Purpose of the Tunnel :

To improve fresh water distribution throughout the city

 

Total Tunnel Length : 4.72-mile

 

Excavated Diameter : 23.18-ft

 

Secondary Lining : -

 

Excavation Start :

1996

 

Excavation End :

1999

 

Bid Value :

170,000,000 USD

 

Geology :

Gneiss formation including biotite-hornblende gneiss intermixed with granitic gneiss, amphibolite, pegmatite, and biotite schist. 

 

 

 

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

 

 

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.

 


 

Back to "Hard Rock Tunneling" Page