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Costal Inlets Research Program
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> Discussion and Conclusions - Seabergh-Kraus-CEJ-030028
Fig. 17. Sediment tracer movement due to 3 m, 15 seconds waves, with maximum flood current of 1.4 m/sec in channel.
Acknowledgments - Seabergh-Kraus-CEJ-030029
Seabergh-Kraus-CEJ-03
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January
13,
2004
14:36
WSPC/101-CEJ
00094
560
W. C.
Seabergh
& N. C.
Kraus
Fig.
18.
Detailed
velocity
fields
up-coast
of
dual
jetties
for
11
seconds,
3 m
waves
with
maximum
flood
current
in
channel.
Dark
color
contours
are
slower
currents.
Figure
18.
Detailed
velocity fields
up-coast
of
dual
jetties
for
11-sec,
3-m waves
with
maximum
flood
current
in
channel.
Dark
color
contours
are
slower
currents
.
Interesting
to
note
are
the
current
deflections
along
the
spurs
and
the
increase in
darker
(weaker
current)
area
regions,
although
changes
are
small.
5.
Discussion
and
Conclusions
This
paper
has
reviewed
and
updated
information
on
sediment-bypassing
methods
for
coastal
inlets.
Focus
was
placed
on
weir
jetties
and
jetty
spurs
as
construc-
tive
aids
for
directing
sediment
to
facilitate
sediment
handling
and
reduce
sediment
transport
into
an
inlet
navigation
chann
4
el.
Such
engineering
works
should
be
con-
1
ducted
with
the
intent
of
maintaining
sediment
bypassing
between
the
beaches
or
shore
adjacent
to
the
inlet.
Numerical
modeling
and
physical
modeling
technology
was
described
that
can
aid
in
the
assessments
of
natural
sediment
bypassing
and
engineering
actions
to
alter
and
complement
natural
bypassing.
Previous
weir
jetty
projects
were
constructed
with
limited
experience
in
their
response to
waves
and
currents
.
Examination
of these
projects
shows
that
adjust-
ments
can
be
performed
that
should
improve
their
functioning.
Spit
growth
over
the
weir
has
resulted
in
unwanted
bypassing
of
the
deposition
basin,
causing
navigation
channel
encroachment
and
shoaling.
Simple
changes
to
offset
the
basin
relative
to
the
weir
edge
or
use
of
groins
or
sediment-training
structures
can
prevent
this.
Weir
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