Water Resources Research,
Год журнала:
2024,
Номер
60(4)
Опубликована: Апрель 1, 2024
Abstract
Understanding
coastal
plane
jets
which
occur
when
a
body
of
water
discharges
into
an
ocean
or
lake
through
channel
outlet
is
important,
since
they
play
significant
role
in
sediment,
nutrient,
and
pollutant
exchange.
This
study
investigates
the
nearfield
initially
shallow,
neutrally
buoyant
jets,
bounded
by
free
surface
sloping
bottom
(Sloping
Bottom
Jet;
SBJ)
that
issue
laterally
unconfined
quiescent
ambient
both
experimentally
numerically,
compares
them
with
jet
flowing
over
horizontal
(Horizontal
HBJ).
Results
revealed
that,
different
from
HBJ,
width
centerline
velocity
SBJ
decrease
near
mouth.
The
gradually
increases
after
as
transverse
longitudinal
profile
progressively
transforms
“top‐hat”
Gaussian
distribution.
Once
distribution
established,
diverge
decreases.
Shear
layers
are
generated
on
sides
Kelvin
Helmholtz‐type
Coherent
Structures
(KHCS)
developing
inside.
KHCS
produce
periodic
fluctuations
Strouhal
number
∼0.079
contribute
significantly
to
momentum
exchange
turbulent
kinetic
energy
production.
Since
thickness
longitudinally,
vertical
extent
also
increases.
When
two
shear
meet
merge
at
centerline,
cause
flapping
motion
jet.
location
closer
mouth
for
SBJs
than
HBJ.
These
findings
demonstrate
modifies
flow
field
quasi‐2D
HBJ
strongly
3D
SBJs.
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.
Environmental Fluid Mechanics,
Год журнала:
2025,
Номер
25(1)
Опубликована: Янв. 15, 2025
Abstract
A
mixing
layer
(ML)
forms
when
two
streams
of
different
speeds
or
densities
merge.
MLs
are
ubiquitous
in
nature
and
can
be
often
observed
the
atmosphere,
ocean,
rivers,
canals,
lakes
reservoirs.
This
review
paper
focuses
on
turbulent
developing
open-channel
flows
vertical
size
ML
is
smaller
than
its
streamwise
spanwise
dimensions.
Such
referred
to
as
shallow
(SMLs).
The
SMLs
involve
large-scale
features
such
quasi-two-dimensional
coherent
structures
with
a
bed-normal
axis,
streamwise-oriented
vortices,
secondary
currents,
gravity
bed-induced
large-
very-large-scale
motions.
Considering
various
types
SMLs,
we
distinguish
driven
by
(i)
inhomogeneity
hydrodynamic
parameters,
(ii)
lateral
changes
flow
resistance,
(iii)
heterogeneity
fluid
density.
As
associated
largely
control
transverse
exchanges
substances
(e.g.,
sediments,
pollutants,
nutrients)
heat,
thermal
also
addressed.
Then,
commonalities
differences
among
identified.
concluded
suggestions
future
research
efforts
for
advancing
knowledge
capabilities
their
predictions
control.
Floodplain
vegetation
is
heterogeneous
with
varying
heights
and
spacing.
Laboratory
studies
concerning
compound
channels
mixed
submerged
emergent
are
scarce.
This
paper
attempts
to
address
the
difference
in
flow
behavior
when
it
encounters
single-layered
or
a
combination
of
both.
Two
different
sets
uniform
non-uniform
setups
considered.
Vegetation
cases
submerged,
emergent,
considered
for
each
set.
The
velocity
floodplain
region
fully
higher
than
that
combined
because
less
frontal
area
provided
by
vegetation.
Reynolds
shear
stress
also
lower
depth
main
channel
compared
height
vegetation,
especially
setup.
Turbulent
anisotropy
octant
analysis
studied
detail
get
further
insight
into
setups.
anisotropic
invariant
map
function
F
reveal
section
67%
case
has
greater
tendency
approach
two-dimensional
turbulence
other
Octant
study
shows
internal
sweep
highest
34%
setup
lowest
100%
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.
The
porous
boundary
of
alluvial
channels
allows
water
to
interact
with
the
surrounding
groundwater.
With
reduction
in
groundwater
level,
transfer
from
main
channel
is
significant
and
referred
as
downward
seepage.
action
seepage
causes
morphological
alteration
along
sinuous
channel.
Laboratory
experiments
were
conducted
for
no-seepage
conditions
study
effect
on
turbulence
bed
morphology
rectangular
trapezoidal
channels.
deformation
streambed
bank
showed
remarkable
alterations
Downward
caused
excess
sediment
transport
showing
high
erosion
banks
streambed.
increased
flow
rate
seepage,
prominent
depositionalzones
near
inner
region
zones
outer
bend
observed
cross
section.
Sinuous
section
less
change
side
slope
was
almost
equal
angle
repose
sand.
However,
application
has
lowered
elevation,
indicating
transport.
Mean
streamwise
velocity
at
center
an
average
percentage
increase
26%
about
20%
Reynolds
shear
stress
estimated
bed,
momentum
flux.
Higher
indicated
which
results
downstream
The
flow
structures
under
the
effects
of
heterogeneous
canopies
have
been
shown
to
be
significantly
different
from
those
homogeneous
canopies.
purpose
this
study
is
investigate
how
changes
in
density
and
uniformity
canopy
affect
turbulent
characteristics
a
partially
vegetated
channel.
A
comparative
experiment
conducted,
including
two
cases
with
densities
one
case
consisting
alternating
sparse
dense
vegetation
patches.
While
lateral
profiles
Reynolds
stress,
magnitudes
quadrant
motions,
high-order
moments
velocity
fluctuations
present
high
similarity
within
shear
layer,
variations
both
markedly
turbulence
at
interface
between
main
results
show
that
heterogeneity
enhances
momentum
exchange
promotes
penetration
stress-driven
into
patch
while
inhibiting
its
patch.
An
analogy
can
drawn
sufficient
rough-wall
boundary
layers
based
on
statistics
layer.
Furthermore,
effect
increased
corresponds
well
decreased
wall
roughness.
By
using
cumulant
expansion
method,
assumption
structural
wall-bounded
flows
found
applicable
considered
study.