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Costal Inlets Research Program
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Figure 1. Location map for Shinnecock Inlet, NY.
Morphology Change Analysis cont'd - EMCM8_Shinnecock0004
EMCM8_Shinnecock
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Pressure
Gauge
.
Tiana
Tiana
Beach
Channel
Attachment
Bar
East
Bypass
Bar
West
Bypass
Bar
Ebb
Shoal
Proper
Figure
2.
1997
Shinnecock
Inlet
ebb
shoal
complex.
Morphology
Change
Analysis
Predictive
relationships
have
been
applied
to
Shinnecock
Inlet
to
address
the
primary
processes
operating
around
the
inlet
and
its
general
stage
of
development
or
evolution.
Several
investigators
have
identified
a
correlation
between
tidal
prism
of
an
equilibrium
inlet
and
the
cross
sectional
area
of
the
throat
(LeConte
1905;
O'Brien
1931,
1969;
Jarrett
1976).
The
empirical
equation
is,
A
c
=
CP
n
(1)
where
A
c
is
the
channel
cross-sectional
area,
P
is
the
tidal
prism,
and
C
and
n
are
empirical
coefficients.
Values
of
C
and
n
depend
on
the
number
of
jetties
present at
the
inlet
and
the
general
wave
climate.
For
Shinnecock
Inlet
the
coefficients
C
and
n
are
5.77
x 10
-5
and
0.95
respectively.
Application
of
the
Jarrett
(1976)
equation
to
Shinnecock
Inlet
using
the
1998 estimate of
tidal
prism
indicates
the
minimum
cross-
sectional
area
in
the
throat
of
the
inlet
should
approach
2,177
m
2
(Buonaiuto
2003b).
A
previous
estimate gave a
minimum
inlet
cross-sectional
area
of
2,694
m
2
(Militello
and
Kraus
2001).
These
empirically-estimated
minimum
cross-sectional
areas
are
larger
than
those
measured
in 1994
(1,551
m
2
) and 1998
(1,566
m
2
)
(Morang
1999).
Between
1994 and 1998
the
cross-sectional
area
of
the
channel
increased,
indicating
that
the
inlet
was
scouring
toward
the
predicted
equilibrium
flow
area.
The
dominant
direction
of
longshore
transport
along
the
south
shore of
Long
Island
is
from
east
to
west
(Taney
1961;
Panuzio
1968).
Seasonal
winds
from
the
west
and
southwest
in
summer
can
induce
short-term
transport
reversals
along
the
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