Environmental Assessment For Mapping Land Degradation and Lands Changes Using Remotely Sensed Data with Geospatial Analysis
Ghaidaa Saba Yousef,
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Hayder Dibs,
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Ahmed Samir Naje
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et al.
International Journal of Computational and Experimental Science and Engineering,
Journal Year:
2025,
Volume and Issue:
11(1)
Published: Feb. 26, 2025
Lands
degradation
is
one
of
the
problems
that
facing
humanity
throughout
world
as
well
abandonment
farming
on
their
lands
by
farmers,
in
addition
to
fragmentation
most
orchards
and
agricultural
fields
conversion
into
residential
areas,
has
a
negative
impact
Economic,
Environmental
Social
(Reduced
Agricultural
Productivity,
Economic
Loss,
Soil
Degradation,
productivity.
Water
Scarcity,
Biodiversity
Rural-Urban
Migration,
Food
Security,
Conflict
Instability).
However,
Karbala
Province,
Iraq,
Agriculture
are
this
dilemma
since
2003.
Therefore,
order
start
solving
problem
and,
it
important
detect
all
changes
study
area
then
put
recommendations
for
overcoming
dilemma.
The
aim
monitor
LCLU
reasons
behind
that.
For
that,
Authors
employed
pixel
based
classification
techniques
(Maximum
Likelihood
Method)
four
Landsat
satellite
(9
,7
ETM+,
TM5,
TM4)
images
acquired
at
intervals
(1990,
2000,
2010,
2023).
first
step
research
applied
pre-processing
stages
(radiometric
geometric
corrections)
correct
images,
secondly,
processing
stage
(layer
stacking,
sub-setting)
corrected
classified
using
supervise
six
regions.
results
show
desertification
markedly
intensified
city
last
three
decades.
In
2023,
water
volume,
decreased
14.21%,
both
Urban
dark
soil
increased
3.05%,
8.63%
respectively,
give
indicator
about
what
happen
area,
evidences
land
processes
was
seen,
mostly
due
Human
activities
such
urban
expansion
unsustainable
use
practices.
confusion
matrix
evaluate
results.
overall
accuracy
kappa
statistic
were
above
90%
0.90
respectively.
Language: Английский
Investigation of effect capillary fringe in seepage characteristics of only saturated and unsaturated-saturated materials used in earthen dams
Samin Pourghani,
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Farzin Salmasi,
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Bahram Nourani
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et al.
ISH Journal of Hydraulic Engineering,
Journal Year:
2025,
Volume and Issue:
unknown, P. 1 - 15
Published: Feb. 15, 2025
Language: Английский
Commingling of 2-D Darcian seepage with pipe flow: the Polubarinova-Kochina –Chanson problem revisited
International Journal of Geotechnical Engineering,
Journal Year:
2025,
Volume and Issue:
unknown, P. 1 - 12
Published: March 23, 2025
Toe
drains
in
earth
dams
intercept
seepage
and
convey
water
through
a
perpendicular
pipe.
This
study
investigates
commingled
flow
at
contrasting
Reynolds
numbers
using
sand
tank
(ST)
experiments
HYDRUS2D
modeling.
In
ST,
the
rate,
Q,
bottom
outlet
(orifice)
connected
to
valved-pipe
is
discharged
into
measuring
burette.
coupled
flow,
Darcian
heads
rates
depend
on
soil
compartment
size,
hydraulic
conductivity,
pipe
characteristics.
The
ST
experiment
found
Q
from
orifice
(STO)
higher
than
by
63%.
increases
with
shorter
length.
STO
analytically
modeled
as
Zhukovsky
"slot
drain."
simulations
show
similar
for
an
impermeable-lateral-boundary
rather
equipotential.
An
analytical
2D
solution
infinitely
long
gives
nearly
same
rate
model.
These
findings
enhance
understanding
of
Darcian-pipe
flows
aid
efficient
drainage
design
dams.
Language: Английский
Seepage Control, Detection, and Treatment in Embankment Dams: A State-of-the-Art Review
Arabian Journal for Science and Engineering,
Journal Year:
2025,
Volume and Issue:
unknown
Published: May 5, 2025
Language: Английский
Inverse analysis of surrounding rock parameters of loess tunnels and numerical simulation analysis of stress-seepage coupling under water migration
Junjie Xuan,
No information about this author
Ming Li,
No information about this author
Yaohui Du
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et al.
Scientific Reports,
Journal Year:
2025,
Volume and Issue:
15(1)
Published: May 21, 2025
Abstract
In
this
study,
the
Tuanjie
Tunnel
project
on
Tongwei-Dingxi
Expressway
is
utilized
to
investigate
stress-seepage
coupling
in
loess
tunnels.
Field
monitoring,
laboratory
experiments,
and
numerical
simulations
were
employed
establish
a
coupled
model
of
field
for
shallow-buried
sections
these
The
seepage-stress
interactions
tunnels
analyzed,
revealing
variations
pore
water
pressure
around
tunnel
deformation
behavior
surrounding
rock
during
construction,
with
particular
attention
effects
migration.The
results
indicate
that
when
groundwater
level
10
m
from
crown,
at
various
measurement
points
follows
an
order
invert
>
arch
springing
waist
haunch
crown.
Within
pipe
roof
reinforcement
zone,
increases
distance
perimeter,
while
above
it
decreases
distance.
When
considering
migration,
excavation
upper
bench
significantly
impacts
vertical
effective
stress
each
point,
middle
wall
haunch,
lower
arch.Based
insights,
addressing
challenges
encountered
construction
water-rich
tunnels,
implementation
measures
has
played
positive
role
enhancing
stability
construction.
Language: Английский