Small Siphon Tunnel overcomes Long Odds in NYC
The EPB, originally manufactured by CAT, was launched in August 2012 for the Tully/OHL JV |
On January 28, 2015, about 35 m (115 ft) below
New York Bay, a celebration was underway.
Workers from the local tunnelers union in New York City, USA, known as
the Sandhogs, completed the last meters of tunnel alongside workers for subcontractor
Tully/OHL and Robbins field service. The
team had many reasons to celebrate—not only had their TBM just completed a
much-needed undersea tunnel, but it had also done so after a near-catastrophic
natural disaster, extensive rebuild and geologic complications.
The New York City Harbor Siphons Project began simply enough—the
2.9 km (1.8 mi) long tunnel between Brooklyn and Staten Island was designed to
replace two existing shallow water lines below the bay. The project, managed by the New York City
Economic Development Corporation (NYCEDC), replaces the lines with the deeper
siphon in order to make way for a larger project—the dredging of the Anchorage
Channel. The channel (part of New York Bay) is an important waterway for
shipping, and its dredging will allow for mega ships carrying large cargo loads
to pass through.
Tully/OHL USA JV procured a 3.8 m (12.5 ft) diameter EPB TBM from
Caterpillar in 2012. The TBM, dubbed
“Pat”, was designed to drive through highly variable clays, sands, weathered
rock and boulders. It was launched from the 35 m (115 ft) deep Staten Island
shaft, boring towards the 40 m (131 ft) deep Brooklyn shaft, in August 2012.
The Robbins Field Service crew worked to bring a
flood-stricken EPB back online at the Harbor Siphons project, which completed
tunneling in January 2015.
|
In October 2012, the unexpected happened: a massive hurricane,
dubbed Superstorm Sandy, barreled down on the U.S. East Coast with winds up to
145 kph (90 mph). Extreme flooding at
the waterfront jobsite in Staten Island overtopped protective concrete barriers
that had been designed three feet above the 100-year flood level. Seawater rushed into the tunnel and the
nearly 113 m (370 ft) long machine was entirely submerged only 460 m (1,500 ft)
into its drive. “Obviously this was our biggest challenge,” said Luis Alonso, Tunnel
Manager for OHL. “After that, not many people thought we would be able to
finish this tunnel.”
After floodwaters began to recede, OHL set about determining the
extent of damage on the machine. The TBM was severely corroded by saltwater and
sat idle until July 2013. During that time, CAT announced its impending closure
of its TBM business, and the contractor looked to other manufacturers. “OHL was
always determined to finish this project.
After studying other options, we decided to proceed with the full
refurbishment of the TBM with the help of The Robbins Company. The whole crew
worked together to achieve that goal,” said Alonso.
The Robbins Field Service Team replaced all electronics systems, rebuilding much of the CAT-manufactured EPB from scratch |
Robbins coordinated the effort to replace corroded hydraulic
components and all new electrical systems in mid-December 2013. Electrical systems had to be
reverse-engineered, while the PLC had to be entirely redesigned. The
refurbishment also centered on removing the rear eleven gantries and belt
conveyor to be cleaned, evaluated and repaired. The rebuild took about four
months, much of it done in the tunnel under water pressure, and crews were able
to return to mining on April 14, 2014.
To ensure that the project stayed on the incline to success,
Robbins Field Service personnel remained onsite to support ongoing maintenance
of the TBM. With their help, machine performance steadily increased, eventually
reaching rates as high as 30.48 m (100 ft) per day and as much as 25 rings in
24 hours in August 2014.
Workers from the local tunnelers union, known as the Sandhogs, celebrate as the EPB breaks into the slurry wall of the exit shaft |
As excavation picked up, ground conditions changed from marine
sediments (clay, silt and sand) to glacial geology with sand, exceptionally
hard boulders, and excessive water ingress, resulting in slow propulsion rates.
“The TBM needed more thrust and we decided to implement four additional
auxiliary cylinders. Robbins field service helped in developing the size,
features and location of the cylinders, which were eventually placed in the
lower quadrant of the propulsion system,” said Alonso. With the new system
crews were able to re-establish forward progress. The constant hurdles
continued into early October when a hyperbaric intervention at 4 bar of
pressure was required to change the cutting tools in a pocket of glacial soils.
Despite the new obstacles, the crew was able to steadily increase the rate of
excavation to 5 to 7 rings per day.
“This tunnel is an important part of a larger project, and we are proud to be doing what we do every day, dealing with troubles as they come up, until we reach the end of the drive,” said Alonso. Now that tunneling is complete, the stationary and tail shields will be buried at the exit shaft entrance, with the cutterhead and back-up being removed.
“This tunnel is an important part of a larger project, and we are proud to be doing what we do every day, dealing with troubles as they come up, until we reach the end of the drive,” said Alonso. Now that tunneling is complete, the stationary and tail shields will be buried at the exit shaft entrance, with the cutterhead and back-up being removed.
The successful project overcame multiple obstacles—flooding at the harbor-side jobsite overtook 100-year flood barriers and submerged the machine in 2012 |
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