RETURN OF THE JETTY - WILMINGTON HARBOR
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Challenge
The U.S. Army Corps of Engineers (USACE) determined that this 1,300
foot long jetty needed to be completely replaced due to visible corrosion
and concerns for its stability. The jetty serves as a breakwater along
the Port of Wilmingtons existing wharf reducing sediment accumulation
and providing infrastructure for active petroleum cargo berthing.
Solution
The USACE selected Duffield Associates to design a replacement jetty.
Our engineers and scientists performed an as-built survey of critical
features, bathymetric survey, and geotechnical and geophysical investigations
of the submerged conditions as well as comprehensive laboratory
testing.
The key elements in the existing jetty which enable it to resist
forces on it are the presence of a soil berm on the jettys
channel side (currently subject to sloughing, scour, prop-wash)
and the jetty cells. In discussions with their technical staff,
we were able to demonstrate that the berm could be protected and,
therefore, it would provide needed resistance if the existing jetty
were rehabilitated.
The advantages of rehabilitation included: a long-term solution
to the original problem; an approximately $13 million savings
a $7 million rehabilitation versus an estimated $20 million replacement;
shortened construction schedule benefiting navigational safety and
port operations; and reduced environmental impacts associated with
subaqueous land disturbance.
As a result, our proposed solution won acceptance for rehabilitating
in lieu of completely replacing the jetty.
Innovative design solutions for the rehabilitation included:
- Innovative modeling of the global stability to capture benefits
of soil/structure interaction.
- A unique protective layer of precast concrete blankets
to keep the berm of unconsolidated sediments in place
between the jetty and berth/navigation channel while enabling
reestablishment of the subaqueous environment.
- Design of a rigid concrete cap over each cell to replace the
strength lost from corrosion and partial collapse of the cells.
- Creative cell reinforcement and force transfer mechanisms to
achieve safety factors consistent with contemporary design practices.
- Phasing of the project to enable continued operation of the
berth during construction. A phasing sequence and a comprehensive
set of work procedures was developed from a review of historical
usage records and discussions with project stakeholders including
the USACE, the Port of Wilmington and the berths principal
user.
The construction was completed in approximately 11 months, well
within the original estimate of 15 months.
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