This
study
experimentally
investigated
the
impacts
of
rough
and
porous
(RP)
bed
sedimentation
processes
on
coherent
structures,
turbulence
intermittency,
anisotropy
saline
turbidity
currents.
The
results
reveal
that
local
current
concentration
responds
immediately
(saline
current)
or
languidly
(turbidity
to
bursting
events.
Inside
dense
current,
turbulent
momentum
fluxes
in
streamwise
(u′u′¯)
vertical
(w′w′¯)
directions
transfer
downstream
downward,
which
favor
sweep
ambient
water,
u′u′¯
w′w′¯
upstream
upward,
contributing
formation
ejection
At
current–ambient
water
interface,
do
not
tend
particular
resulting
almost
equal
quantities
Gram–Charlier
series
expansion
is
strictly
applicable
probability
density
functions
(PDFs)
events
but
suitable
ideally
for
PDFs
outward
inward
interaction
primary
invariant
map
(AIM)
gravity
currents
starts
from
two-component
plain
strain
limit
(near
bed).
It
followed
by
three-dimensional
isotropy
(inside
water)
axisymmetric
contraction
(current–ambient
interface).
Finally,
it
ends
two-dimensional
free
surface).
AIM
sensitive
RP
boundary
processes.
Along
direction,
causes
alternations
between
anisotropic
isotropic
turbulence,
arranged
pattern
units
determines
period
this
alternation.
This
experimental
study
advances
understanding
of
the
impact
homogeneous
grass
(HG),
shrub,
and
mixed
(heterogeneous)
vegetation
(MV)
on
floodplains
(FPs)
flow
dynamics
within
a
symmetric
compound
channel.
Velocity
measurements
were
conducted
using
an
Acoustic
Doppler
Vectrino
Profiler
in
main
channel
(MC),
slope
region
(SR),
FP
to
compute
depth-averaged
mean
streamwise
velocity,
Reynolds
stress
anisotropy
tensors,
coherent
structures.
The
analysis
revealed
54%
increase
velocity
at
MC
centerline
with
MV
compared
no
(NV)
case,
marking
highest
observed
among
all
scenarios.
showed
that
turbulence
dominated
both
SR,
particularly
MV,
reflecting
enhanced
momentum
exchange
due
vegetation.
anisotropic
invariant
map
demonstrated
shift
from
one-dimensional
two-dimensional
(2D)
states
formation
cigar-shaped
structures,
especially
SR.
was
attributed
increased
resistance.
Quadrant
intensified
bursting
events,
enhancing
sediment
transport
near-bed
NV
case.
At
free
surface,
outward
interactions
more
frequent
than
inward
interactions,
indicating
upward
water
movement.
Higher
vortex
frequency
energy
dissipation
SR
vegetated
confirmed
presence
quasi-2D
facilitating
breakdown
larger
vortices
into
smaller
ones.
These
findings
provide
critical
insights
for
river
system
management,
emphasizing
vegetation's
role
altering
transport.
ABSTRACT
An
experimental
study
was
conducted
to
investigate
the
influence
of
emergent
flexible
floodplain
(FP)
vegetation
on
turbulent
flow
structure
in
a
symmetric
compound
channel.
The
foliage
patterns
artificial
used
our
sets
were
as
follows:
no
vegetation,
homogeneous
grass
and
shrubs
heterogeneous
mixture
arranged
staggered
pattern.
analysis
velocity
data
revealed
an
observable
decrease
across
FP
owing
presence
significant
increase
mean
streamwise
middle
main
channel
(MC).
effect
higher
case
vegetation.
This
indicates
that
provides
resistance
than
or
separately.
It
enhances
lateral
momentum
transfer
fast‐moving
MC
low‐velocity
flow.
kinetic
energy
(TKE)
Reynolds
shear
stress
(RSS)
vegetative
non‐vegetative
In
contrast,
these
lower
FP.
octant
showed
ejection
events
both
sweep
reduction
contributed
breakdown
vortices
reduced
turbulence.
Meanwhile,
enhanced
sediment
entrainment.
These
results
indicate
significantly
affects
dynamics
parameters
In
the
current
experimental
study,
turbulent
flow
structures
and
Reynolds
stress
anisotropy
in
an
asymmetric
sinuous
mobile
channel
are
investigated.
Experiments
were
conducted
a
laboratory
on
plane-shaped
model
of
riverway
with
sinuosity
1.23.
Three-dimensional
instantaneous
velocity
data
measured
using
acoustic
Doppler
vectrino
profiler
processed
to
compute
anisotropy.
Spectral
analysis
streamwise
fluctuating
component
shows
presence
“−1”
“−5/3”
slope
regions.
Analysis
bursting
events
near-bed
region
reveals
that
contribution
sweep
ejection
is
more
dominant
than
outward
inward
interactions.
The
intermixing
depth
helical
flow.
probability
occurrence
indicated
ejections
higher
other
events.
tensor
showed
followed
by
transverse
vertical
directions,
respectively,
at
all
locations.
anisotropic
invariant
map
two-component
turbulence
one-component
toward
surface
upstream
apex
At
bend
downstream,
diminished
near
bed,
increased
depth.
eigenvalues
non-dimensional
principal
was
two
components
started
decreasing
increasing
function
tended
approach
isotropic
limit
but
departed
from
it
outer
This
study
aims
to
characterize
the
range
of
eddy
sizes
in
grid-generated
turbulence
within
a
three-dimensional
framework,
examining
structures
arising
from
interactions
between
turbulent
flow
and
rigid
boundary.
The
utilizes
velocity
time-series,
processed
time-averaged
examine
both
large-scale
small-scale
characteristics
induced
by
passive
grid.
integral
length
scale
(in
stream-wise,
lateral,
vertical
directions)
is
calculated
using
auto-correlation
function,
while
Taylor
(also
determined
gradient
approach.
approach
allows
us
capture
compare
dynamics
across
different
mesh
configurations.
Taylor's
length-scale
anisotropy
are
also
presented
understand
directional
(eddy
sizes)
at
downstream
locations
results
demonstrate
that
as
grid's
size
increases,
fluctuations
stream-wise
directions,
along
with
kinetic
energy,
decrease
near
boundary
regions.
significantly
increase
near-field
far-field
regions
for
all
three
when
compared
no-grid
case.
deviations
surrogates
dissipation
rates
more
pronounced
those
locally
isotropic
conditions
due
increased
shear
resulting
flow.
invariant
map
rate
tensor
Reynolds
stress
positions
reveals
predominantly
aligned
one
direction.
River Research and Applications,
Год журнала:
2023,
Номер
39(4), С. 613 - 628
Опубликована: Янв. 6, 2023
Abstract
Riverbank
erosion
has
significant
geomorphological
as
well
anthropogenic
consequences.
The
impacts
include
form
changes
such
lateral
channel
migration,
meanders,
expansion,
etc.
effects
the
threat
to
floodplain
human
habitation,
agricultural
land,
and
stability
of
instream
hydraulic
structures
buried
pipelines.
Channel
dredging
for
extraction
sand
gravel
seen
a
multi‐fold
rise
in
last
few
decades.
Therefore,
riverbank
response
mining
gains
importance
river
basin
management.
Sandpits
dredged
riverbeds
can
significantly
impact
downstream
stability.
In
order
assess
these
impacts,
we
conducted
series
experiments
at
laboratory
scale
recirculating
water
flume.
Three
slopes,
25°
(gentle),
31°
(equal
angle
repose
bank
sediments),
40°
(steeper
than
repose),
were
tested
along
with
sandpit.
Remarkable
turbulence
structure
flow
found
due
pit.
Pit
excavation
directly
fluvial
characteristics
riverbank.
action
increases
Reynolds
shear
stress
fields
near‐bank
flow,
which
causes
progressive
berm
toe.
erosivity
main
also
leads
degradation,
exposed
height
slope.
generation
stronger
ejection
bursts
provide
mechanism
sediment
mobility
erosion.
hydro
morphological
was
analysed,
process
understandings
are
presented
paper.
Bank
angle
and
floodplain
vegetation
emergence
determine
the
flow
nature
in
a
compound
channel.
Two
sets
of
45°
90°
bank
channel
is
considered
present
work.
Each
set
considers
three
cases
arrangements:
no
vegetation,
multi-layered
fully
submerged,
partially
emergent.
The
characteristics
like
velocity,
Reynolds
shear
stress
(RSS),
turbulent
kinetic
energy
(TKE)
do
not
vary
much
cross
section
absence
vegetation.
However,
with
slopes
nearby
region
are
affected
most
as
it
acts
an
intermediary
between
main
floodplain.
An
analysis
anisotropic
invariant
map
shows
dominance
transverse
component
compared
to
velocity
around
higher
for
steep
(90°)
gradual
slope
(45°)
streamwise
RSS
bursting
events
also
show
magnitude
near
bed
sloping
region.
This
indicates
instability
banks
slopes.
increase
affects
TKE
greater
vulnerability
presence
emergence.
From
hydraulic
engineering
perspective,
this
study
will
be
helpful
field
understanding
failure
ways
maintain
their
stability.
A
large
amount
of
vegetation
in
nature
exists
the
form
heterogeneous
patches,
and
variations
characteristics
significantly
affect
water
flow
structures.
The
objective
this
study
is
to
investigate
effect
alternating
sparse
dense
patches
on
turbulence
characteristics.
Multiple
sets
scenarios
were
designed
for
numerical
simulation
analysis,
a
comparison
was
made
with
homogeneous
vegetation.
Results
indicate
that
compared
vegetation,
arrangement
alters
distribution
velocities
zone
main
channel,
promoting
material
exchange
between
these
regions.
density
difference
channel
increases
larger
differences,
but
magnitude
limited
generally
remains
within
10%
width.
In
balance
equation
turbulent
kinetic
energy,
terms
are
influenced
differently
by
changes
density.
As
increases,
convective
term
gradually
while
production
diffusion
exhibit
“lower
middle,
higher
at
both
ends”
pattern.
dissipation
demonstrates
reduction
low-density
ultimately
exhibits
an
amplification
effect.
Furthermore,
determines
using
data
from
mid-height
represent
entire
cross
section
may
result
maximum
error
up
11%.