Roadway Design
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Hurricane Floyd (1999) | ||
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The design flow
event for most coastal bridges in Florida is due to hurricane
generated storm surge.
A number of federal and state agencies (e.g. Florida
Department of Environmental Protection (FDEP), U.S. Army Corps
of Engineers Waterways Experiment Station (USACOE WES), and
National Oceanic and Atmospheric Administration (NOAA)) have
generated open coast storm surge estimates for return intervals
up to 500 years. In some cases estimates of storm surge hydrographs (water
elevation versus time) for key return interval events have been
reported. The
techniques used to make these predictions are all different.
Not only are the computer models different between agencies
but the methodologies used in the extremal analyses are
different as well. As a result the predicted values of peak water elevation for
a given return interval event and the associated hydrograph
shape at a specific location can differ significantly.
In 2003, Dr. Sheppard was commissioned by FDOT to investigate
the various design storm surge guidance and the methodologies
supporting the guidance.
His report and a spreadsheet documenting his recommendations for
locations around the state (available below) have been adopted
as policy for design hurricane boundary conditions for Florida
DOT. |
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| Design Storm Surge Hydrographs for the Florida Coast – Report | |||
| Design Storm Surge Hydrographs for the Florida Coast - Exec Summary | |||
| Design Storm Surge Hydrographs for the Florida Coast – Spreadsheet | |||


