With
the
increase
of
operation
cycle
in
long-distance
water
conveyance
project,
problem
silt
or
algae
residue
deposition
river
channels
is
becoming
more
and
prominent,
especially
vicinity
some
uncommonly
used
bifurcation
outflow
gates
along
project.
When
reaches
certain
thickness,
it
will
not
only
affect
quality
local
bodies,
but
also
seriously
normal
these
gates.
In
order
to
alleviate
this
problem,
prevention
control
project
mainly
explored
from
two
perspectives:
(1)
scouring
effect
on
bottom
side
channel
compared
by
studying
different
diversion
ratios
channel;
(2)
The
arc
guide
wing
wall
built
near
junction
main
channel.
simulation
conducted
at
6
included
angles
including
-10°,
-5°,
0°,
5°,
10°
15°,
for
non-guide
wall.
incoming
flow
simulated
280
m3/s
general
320
design
flow.
A
total
14
groups
experiments
are
carried
out
numerical
simulation.
It
can
be
concluded
that,
when
held
constant,
a
higher
ratio
results
effective
sediment
0°
has
significant
junction;
cannot
play
role
hinders
With
the
increase
of
operation
cycle
in
long-distance
water
conveyance
project,
problem
silt
or
algae
residue
deposition
river
channels
is
becoming
more
and
prominent,
especially
vicinity
some
uncommonly
used
bifurcation
outflow
gates
along
project.
When
reaches
certain
thickness,
it
will
not
only
affect
quality
local
bodies,
but
also
seriously
normal
these
gates.
In
order
to
alleviate
this
problem,
prevention
control
project
mainly
explored
from
two
perspectives:
(1)
scouring
effect
on
bottom
side
channel
compared
by
studying
different
diversion
ratios
channel;
(2)
The
arc
guide
wing
wall
built
near
junction
main
channel.
simulation
conducted
at
6
included
angles
including
-10°,
-5°,
0°,
5°,
10°
15°,
for
non-guide
wall.
incoming
flow
simulated
280
m3/s
general
320
design
flow.
A
total
14
groups
experiments
are
carried
out
numerical
simulation.
It
can
be
concluded
that,
when
held
constant,
a
higher
ratio
results
effective
sediment
0°
has
significant
junction;
cannot
play
role
hinders
With
the
increase
of
operation
cycle
in
long-distance
water
conveyance
project,
problem
silt
or
algae
residue
deposition
river
channels
is
becoming
more
and
prominent,
especially
vicinity
some
uncommonly
used
bifurcation
outflow
gates
along
project.
When
reaches
certain
thickness,
it
will
not
only
affect
quality
local
bodies,
but
also
seriously
normal
these
gates.
In
order
to
alleviate
this
problem,
prevention
control
project
mainly
explored
from
two
perspectives:
(1)
scouring
effect
on
bottom
side
channel
compared
by
studying
different
diversion
ratios
channel;
(2)
The
arc
guide
wing
wall
built
near
junction
main
channel.
simulation
conducted
at
6
included
angles
including
-10°,
-5°,
0°,
5°,
10°
15°,
for
non-guide
wall.
incoming
flow
simulated
280
m3/s
general
320
design
flow.
A
total
14
groups
experiments
are
carried
out
numerical
simulation.
It
can
be
concluded
that,
when
held
constant,
a
higher
ratio
results
effective
sediment
0°
has
significant
junction;
cannot
play
role
hinders