Frontiers in Earth Science,
Journal Year:
2024,
Volume and Issue:
12
Published: Dec. 9, 2024
The
design
of
check
dam
openings
for
debris
flow
control
has
been
identified
as
a
longstanding
challenge,
with
no
definitive
solution
yet
identified.
In
this
study,
quantitative
analysis
the
efficacy
dams
varying
opening
rates
is
presented.
Field
investigation
data
67
located
in
Wenxian
County,
Gansu
Province,
were
utilized
to
gain
preliminary
understanding
their
running
state
and
damage
situation.
Building
upon
this,
five
ranging
from
2.1%
10.4%
designed
subjected
testing.
Parameters
including
volumetric
water
content,
pore
pressure,
deposit
morphology,
particle
size
distribution
analyzed
investigate
effect
on
control.
results
showed
that:
1)
As
rate
increased,
peaks
content
pressure
behind
first
decreased
then
stabilized.
When
was
increased
6.3%
or
higher,
these
parameters
reached
stable
values.
2)
Check
different
all
demonstrated
good
effects
retaining
coarse
sluicing
fine,
resulting
average
coarsened
by
2.65
times.
This
coarsening
primarily
attributed
an
increase
proportion
retained
particles
within
2–5
mm
range.
3)
An
optimal
range
4.2%–6.3%
effective
Compared
other
dams,
Dam
II
4.2%
exhibited
superior
performance
mitigating
energy
intercepting
particles,
but
it
imposed
stringent
strength-related
requirements.
Remote Sensing,
Journal Year:
2024,
Volume and Issue:
16(22), P. 4218 - 4218
Published: Nov. 12, 2024
Accurate
landslide
susceptibility
mapping
is
vital
for
disaster
forecasting
and
risk
management.
To
address
the
problem
of
limited
accuracy
individual
classifiers
lack
model
interpretability
in
machine
learning-based
models,
a
coupled
multi-model
framework
proposed.
Using
Jiuzhaigou
County,
Sichuan
Province,
as
case
study,
we
developed
an
evaluation
index
system
incorporating
14
factors.
We
employed
three
base
models—logistic
regression,
support
vector
machine,
Gaussian
Naive
Bayes—assessed
through
four
ensemble
methods:
Stacking,
Voting,
Bagging,
Boosting.
The
decision
mechanisms
these
models
were
explained
via
SHAP
(SHapley
Additive
exPlanations)
analysis.
Results
demonstrate
that
integrating
learning
with
yields
more
reliable
enhances
interpretability.
This
approach
effectively
addresses
challenges
unreliable
complex
environments.
Frontiers in Earth Science,
Journal Year:
2024,
Volume and Issue:
12
Published: Nov. 27, 2024
Assessing
the
stability
of
loess
landslides
under
seismic
action
scientifically
and
reasonably
is
crucial
for
reducing
earthquake
disasters
ensuring
safety
people’s
lives
property.
To
study
this
issue,
we
chose
southern
part
Fushan
County,
Shanxi
Province
as
research
area,
where
slopes
develop
impacts
are
strong.
Based
on
high-precision
DEM
images
area
obtained
from
unmanned
aerial
vehicle
photogrammetry,
selected
32
representative
profiles
by
sampling
according
to
our
principles,
used
simplified
Bishop
method
popular
in
engineering
modeling
calculation
evaluate
entire
area.
The
results
were
then
statistically
analyzed,
impact
range
evaluated
means
graphical
form.
show
that
value
slope
coefficient
(Fs)
mostly
within
a
0.7–1.35
avoidance
distance
5–20
m
force
0.20
g,
mainly
determined
angle,
height,
which
line
with
conclusions
previous
conclusions.
In
paper
make
useful
attempt
quantitative
evaluation
regional
landslides,
fact
proves
approach
feasible
efficient,
it
can
provide
data
major
construction
projects
avoid
landslide
disasters.
Frontiers in Earth Science,
Journal Year:
2024,
Volume and Issue:
12
Published: Dec. 2, 2024
Introduction
Effective
monitoring
and
evaluation
of
floodwaters
are
essential
for
disaster
prevention
mitigation.
The
flood
inundation
range
can
be
obtained
by
using
traditional
simulation
methods,
but
these
methods
still
have
shortcomings.
This
work
proposes
an
optimization
method
methods.
Methods
study
aims
to
introduce
effective
solution
the
rapid
accurate
extraction
areas,
emphasizing
enhancement
speed
dynamic
throughout
event.
uses
a
normalized
difference
water
index
(NDWI),
refined
threshold
method,
filtering
process
microwave
(radar)
images.
Sentinel-1
SAR
(Synthetic
Aperture
Radar)
Sentinel-2
MSI
(Multi-spectral
Image)
images
served
as
primary
data
sources.
were
preprocessed
extract
pre-flood
bodies,
while
processed
proposed
identify
post-flood
areas.
Results
application
validation
this
framework
demonstrated
through
case
2020
event
in
Tongling,
Anhui
Province.
framework’s
performance
was
validated
comparison
with
ground
truth
data,
yielding
high
kappa
accuracies
98%
optical
89%
Synthetic
Radar.
findings
highlight
ability
capture
high-accuracy
changes
areas
characterize
area
changes.
Discussion
contributes
field
enhancing
scope
bodies
from
improving
quality
remote
sensing
processing.
It
offers
valuable
insights
emergency
response
situational
awareness
context
extreme
weather
events
associated
disasters.
Frontiers in Earth Science,
Journal Year:
2024,
Volume and Issue:
12
Published: Dec. 9, 2024
The
design
of
check
dam
openings
for
debris
flow
control
has
been
identified
as
a
longstanding
challenge,
with
no
definitive
solution
yet
identified.
In
this
study,
quantitative
analysis
the
efficacy
dams
varying
opening
rates
is
presented.
Field
investigation
data
67
located
in
Wenxian
County,
Gansu
Province,
were
utilized
to
gain
preliminary
understanding
their
running
state
and
damage
situation.
Building
upon
this,
five
ranging
from
2.1%
10.4%
designed
subjected
testing.
Parameters
including
volumetric
water
content,
pore
pressure,
deposit
morphology,
particle
size
distribution
analyzed
investigate
effect
on
control.
results
showed
that:
1)
As
rate
increased,
peaks
content
pressure
behind
first
decreased
then
stabilized.
When
was
increased
6.3%
or
higher,
these
parameters
reached
stable
values.
2)
Check
different
all
demonstrated
good
effects
retaining
coarse
sluicing
fine,
resulting
average
coarsened
by
2.65
times.
This
coarsening
primarily
attributed
an
increase
proportion
retained
particles
within
2–5
mm
range.
3)
An
optimal
range
4.2%–6.3%
effective
Compared
other
dams,
Dam
II
4.2%
exhibited
superior
performance
mitigating
energy
intercepting
particles,
but
it
imposed
stringent
strength-related
requirements.