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Costal Inlets Research Program
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> Fig. 9. Shoreline undulation impact on typical beach fill design.
DESIGN CONSIDERATIONS
CONCLUDING DISCUSSION - cs99-gravens0013
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Protective
Dune
0
Design
Berm
30 m
20
Advanced
Nourishment
Berm
15 m
40
60
80
Shoreline
Undulations
(typical)
Ocean
100
20
22
24
26
28
30
Distance
Along
Baseline
(km)
Fig.
9.
Shoreline
undulation
impact
on
typical
beach
fill
design.
plotted
in Fig. 9
correspond
to a
specific
shoreline
reach
at a
specific
historic
point
in
time
and
may
not
be
representative
of
all
locations at
all
times.
However,
the previous
analyses
have
quantified
the
landward
rms
amplitude
of
the
shoreline
undulations
on Fire
Island
at
about 14 m
(Table
3)
which
is
very
close
to
the
typical
15-m
advanced
nourishment
berm
width.
An
improved
design
would
involve
reconsideration of
the
design
goals
and
economic
justification
(project
benefits)
for
the
overall
project.
In
the
case
of
Fire
Island,
major
project
benefits
result
from
the
reduction
of
storm
damages
within
the
estuarine-margin
communities
along
the
northern
shoreline
of
Great
South
Bay.
In
fact,
these
"off-site"
benefits
outweigh
the
benefits
derived
from
the
protection
of properties on
Fire
Island.
The
project
will
provide
storm
damage
protection
to
the
upland
properties by
preventing
breaching of
the
barrier
island,
which
would
lead
to
higher
water
levels
in
Great
South
Bay
and
associated
flooding
of
the
low-lying
communities
that
border
the
bay.
Therefore,
a
major
design
goal
is to
prevent
breaching of
Fire
Island.
Another
design
goal
is to
reduce
storm-induced
damages
to
structures
and
properties on Fire
Island.
Both
of
these
design
goals
can
be achieved
through
the
construction
of a dune
and
a
wide
protective
berm.
However,
as
illustrated
in
Fig.
9,
the
occurrence
of shoreline
undulations
will
tend
to
locally
degrade
the
effectiveness of
the
typical
design.
One
approach to designing
for
the
presence
of
shoreline
undulation
would
be to
construct
an even
wider
beach
berm
(a
"shoreline
undulation
buffer"
zone)
upon
which
shoreline
undulations
could
form
without
compromising
the
design
berm
width
or
significantly
impacting
the
advanced
nourishment
berm.
This
approach
however,
would
Gravens
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