Performance of various wind models for storm surge and wave prediction in the Bay of Bengal: A case study of Cyclone Hudhud
Ocean Engineering,
Journal Year:
2024,
Volume and Issue:
297, P. 117113 - 117113
Published: Feb. 19, 2024
Language: Английский
Numerical Simulation of Typhoon Waves in an Offshore Wind Farm Area of the South China Sea
Journal of Marine Science and Engineering,
Journal Year:
2025,
Volume and Issue:
13(3), P. 451 - 451
Published: Feb. 26, 2025
Environmental
load
data
are
an
essential
input
for
the
analysis
of
offshore
wind
structures
in
typhoon-prone
marine
environments.
However,
numerical
simulations
typhoon
waves
lack
a
systematic
examination
specific
influence
trajectories
on
spatial
evolution
wave
fields.
In
particular,
intricate
mechanisms
governing
propagation
within
farm
areas
remain
poorly
understood.
This
present
study,
drawing
upon
real-world
case
area
South
China
Sea,
employs
Finite
Volume
Coastal
Ocean
Model–Surface
Wave
Module
(FVCOM–SWAVE)
wave–current
coupling
model
to
assess
joint
wind–wave
distribution
characteristics
during
35
events.
The
findings
reveal
that
fields
exhibit
notable
rightward
bias.
As
approach
coast,
significant
height
decreases
progressively
due
breaking,
friction,
refraction,
and
nonlinear
interactions.
During
passage
typhoons
Prapiroon,
Hato,
Mangkhut,
closely
correlated
with
speed
distribution.
By
constructing
function
sea
elements,
different
return
periods
can
be
obtained,
providing
important
oceanic
environmental
inputs
design
structures.
Language: Английский
Explanations for the positive storm surges on the left side of landfall typhoons in China
Weiqi Wan,
No information about this author
Xingru Feng,
No information about this author
Baoshu Yin
No information about this author
et al.
Frontiers in Marine Science,
Journal Year:
2024,
Volume and Issue:
11
Published: June 4, 2024
The
coastal
regions
of
Southeast
China
frequently
experience
unusual
positive
storm
surges
on
the
left
side
landfalling
typhoons,
a
phenomenon
historically
overlooked
and
inadequately
explained
by
conventional
circular
wind
field
models.
In
this
study,
high
resolution,
two-dimensional
surge
model
based
ADCIRC
along
with
tide
gauge
data
were
used
to
investigate
spatiotemporal
distribution
these
proposes
underlying
mechanisms,
informed
comparative
analysis
ERA5
reanalysis
fields
during
typical
typhoon
event
9711
Winnie.
Analyzing
spanning
from
1986
2016,
study
uncovers
distinct
pattern
left-side
southeastern
coast,
notably
Fujian
coast
within
Taiwan
Strait,
which
are
found
be
comparable
those
cyclone’s
right
side.
research
also
documents
significant
escalation
in
both
frequency
intensity
over
past
three
decades.
Simulation
results
highlights
inadequacies
models
operational
forecasting
emphasizes
necessity
accounting
for
topographic
influences
structural
complexity
predictions.
This
is
particularly
pertinent
semi-enclosed
seas
intricate
hydrodynamics,
such
as
Strait.
insights
gleaned
pivotal
enhancing
real-time
simulation
prediction
surges,
vital
safety
disaster
prevention
measures.
Language: Английский
Prediction of Pier Scour Depth under Extreme Typhoon Storm Tide
Zongyu Li,
No information about this author
Weiwei Lin,
No information about this author
Dongdong Chu
No information about this author
et al.
Journal of Marine Science and Engineering,
Journal Year:
2024,
Volume and Issue:
12(8), P. 1244 - 1244
Published: July 23, 2024
The
Western
Pacific
region
is
highly
vulnerable
to
typhoon
storm
surge
disasters,
with
localized
erosion
posing
a
particularly
prominent
issue
for
coastal
marine
structures.
prevalence
of
extreme
surges
poses
significant
threat
the
safety
engineering
projects
in
these
areas.
In
this
study,
parameterized
wind
field
model
precise
calculation
speed
was
employed
establish
numerical
tides.
Based
on
data
from
1949
2023,
hydraulic
simulations
were
conducted
Hangzhou
Bay,
Xiangshan
Port,
and
Yueqing
revealing
maximum
flow
velocities
4.5
m/s,
1.95
2.09
respectively.
These
exceeded
possible
tidal
by
0.47–1.17
m/s.
Additionally,
using
Sun’s
velocity
formula,
initiation
calculated
be
1.85
1.81
2.06
m/s
aforementioned
locations.
Through
tests
around
typical
bridge
piers
subsequent
application
similarity
criteria,
depth
study
area
determined
range
2.16
m
16.1
m,
which
corresponds
1.1–2.3
times
scour
caused
scenario.
A
comparison
test
results
calculations
based
several
formulas
demonstrated
that
prediction
formula
proposed
Sun
exhibited
highest
accuracy.
This
supplements
understanding
impact
pier
provides
scientific
basis
design
foundations.
Language: Английский