aS0 was the bare bed case. A1 ~ A5 and
B1 ~ B5 were cases with the influence of AV and located
in sites A and B (Fig. 1b), respectively.
bStem density (stems per unit area). Please note that
several stems are grown for each individual plant of A.
selengensis and P. arundinacea. C. cinerascens was
composed of basal blades, so that its stem density in present study
referred to the numbers of blade per unit area.
cStem diameter. For C. cinerascens this table
gave the value of mean blade width.
d, eHeight of vegetation (hv)
and water depth (h).
fWave amplitude calculated by fitting eq. (6) to
measured horizontal wave velocity (Uw_horiz) at
the highest three measurement points.
gWave period calculated as T =
1/fp with fp the peak
frequency of the wave domain in the power spectral density of
instantaneous vertical velocity.
h, iWave length (λ = 2π/k) and
wave number (k) estimated by linear wave theory, i.e.,
ω2 = (kg)tanh(kh), with ω
(= 2π/T) the wave radian frequency, g the
gravitational acceleration, and h the water depth.
jMaximum velocity in wave cycle.
kWave excursion (radius of wave orbital motion)
estimated by Ew =
uwmaxT/(2π).
lKeulegan-Carpenter number estimated as
KC = uwmaxT/d.
mRatio of wave excursion (Ew)
to stem spacing (S) with S =
m-1/2.
nStem Reynolds number estimated by
Red = Uhorizd/ν
(with ν = 10-6 the water kinematic viscosity)
within the vegetation.
|
aS0 was the bare bed case. A1 ~ A5 and
B1 ~ B5 were cases with the influence of AV and located
in sites A and B (Fig. 1b), respectively.
bStem density (stems per unit area). Please note that
several stems are grown for each individual plant of A.
selengensis and P. arundinacea. C. cinerascens was
composed of basal blades, so that its stem density in present study
referred to the numbers of blade per unit area.
cStem diameter. For C. cinerascens this table
gave the value of mean blade width.
d, eHeight of vegetation (hv)
and water depth (h).
fWave amplitude calculated by fitting eq. (6) to
measured horizontal wave velocity (Uw_horiz) at
the highest three measurement points.
gWave period calculated as T =
1/fp with fp the peak
frequency of the wave domain in the power spectral density of
instantaneous vertical velocity.
h, iWave length (λ = 2π/k) and
wave number (k) estimated by linear wave theory, i.e.,
ω2 = (kg)tanh(kh), with ω
(= 2π/T) the wave radian frequency, g the
gravitational acceleration, and h the water depth.
jMaximum velocity in wave cycle.
kWave excursion (radius of wave orbital motion)
estimated by Ew =
uwmaxT/(2π).
lKeulegan-Carpenter number estimated as
KC = uwmaxT/d.
mRatio of wave excursion (Ew)
to stem spacing (S) with S =
m-1/2.
nStem Reynolds number estimated by
Red = Uhorizd/ν
(with ν = 10-6 the water kinematic viscosity)
within the vegetation.
|
aS0 was the bare bed case. A1 ~ A5 and
B1 ~ B5 were cases with the influence of AV and located
in sites A and B (Fig. 1b), respectively.
bStem density (stems per unit area). Please note that
several stems are grown for each individual plant of A.
selengensis and P. arundinacea. C. cinerascens was
composed of basal blades, so that its stem density in present study
referred to the numbers of blade per unit area.
cStem diameter. For C. cinerascens this table
gave the value of mean blade width.
d, eHeight of vegetation (hv)
and water depth (h).
fWave amplitude calculated by fitting eq. (6) to
measured horizontal wave velocity (Uw_horiz) at
the highest three measurement points.
gWave period calculated as T =
1/fp with fp the peak
frequency of the wave domain in the power spectral density of
instantaneous vertical velocity.
h, iWave length (λ = 2π/k) and
wave number (k) estimated by linear wave theory, i.e.,
ω2 = (kg)tanh(kh), with ω
(= 2π/T) the wave radian frequency, g the
gravitational acceleration, and h the water depth.
jMaximum velocity in wave cycle.
kWave excursion (radius of wave orbital motion)
estimated by Ew =
uwmaxT/(2π).
lKeulegan-Carpenter number estimated as
KC = uwmaxT/d.
mRatio of wave excursion (Ew)
to stem spacing (S) with S =
m-1/2.
nStem Reynolds number estimated by
Red = Uhorizd/ν
(with ν = 10-6 the water kinematic viscosity)
within the vegetation.
|
aS0 was the bare bed case. A1 ~ A5 and
B1 ~ B5 were cases with the influence of AV and located
in sites A and B (Fig. 1b), respectively.
bStem density (stems per unit area). Please note that
several stems are grown for each individual plant of A.
selengensis and P. arundinacea. C. cinerascens was
composed of basal blades, so that its stem density in present study
referred to the numbers of blade per unit area.
cStem diameter. For C. cinerascens this table
gave the value of mean blade width.
d, eHeight of vegetation (hv)
and water depth (h).
fWave amplitude calculated by fitting eq. (6) to
measured horizontal wave velocity (Uw_horiz) at
the highest three measurement points.
gWave period calculated as T =
1/fp with fp the peak
frequency of the wave domain in the power spectral density of
instantaneous vertical velocity.
h, iWave length (λ = 2π/k) and
wave number (k) estimated by linear wave theory, i.e.,
ω2 = (kg)tanh(kh), with ω
(= 2π/T) the wave radian frequency, g the
gravitational acceleration, and h the water depth.
jMaximum velocity in wave cycle.
kWave excursion (radius of wave orbital motion)
estimated by Ew =
uwmaxT/(2π).
lKeulegan-Carpenter number estimated as
KC = uwmaxT/d.
mRatio of wave excursion (Ew)
to stem spacing (S) with S =
m-1/2.
nStem Reynolds number estimated by
Red = Uhorizd/ν
(with ν = 10-6 the water kinematic viscosity)
within the vegetation.
|
aS0 was the bare bed case. A1 ~ A5 and
B1 ~ B5 were cases with the influence of AV and located
in sites A and B (Fig. 1b), respectively.
bStem density (stems per unit area). Please note that
several stems are grown for each individual plant of A.
selengensis and P. arundinacea. C. cinerascens was
composed of basal blades, so that its stem density in present study
referred to the numbers of blade per unit area.
cStem diameter. For C. cinerascens this table
gave the value of mean blade width.
d, eHeight of vegetation (hv)
and water depth (h).
fWave amplitude calculated by fitting eq. (6) to
measured horizontal wave velocity (Uw_horiz) at
the highest three measurement points.
gWave period calculated as T =
1/fp with fp the peak
frequency of the wave domain in the power spectral density of
instantaneous vertical velocity.
h, iWave length (λ = 2π/k) and
wave number (k) estimated by linear wave theory, i.e.,
ω2 = (kg)tanh(kh), with ω
(= 2π/T) the wave radian frequency, g the
gravitational acceleration, and h the water depth.
jMaximum velocity in wave cycle.
kWave excursion (radius of wave orbital motion)
estimated by Ew =
uwmaxT/(2π).
lKeulegan-Carpenter number estimated as
KC = uwmaxT/d.
mRatio of wave excursion (Ew)
to stem spacing (S) with S =
m-1/2.
nStem Reynolds number estimated by
Red = Uhorizd/ν
(with ν = 10-6 the water kinematic viscosity)
within the vegetation.
|
aS0 was the bare bed case. A1 ~ A5 and
B1 ~ B5 were cases with the influence of AV and located
in sites A and B (Fig. 1b), respectively.
bStem density (stems per unit area). Please note that
several stems are grown for each individual plant of A.
selengensis and P. arundinacea. C. cinerascens was
composed of basal blades, so that its stem density in present study
referred to the numbers of blade per unit area.
cStem diameter. For C. cinerascens this table
gave the value of mean blade width.
d, eHeight of vegetation (hv)
and water depth (h).
fWave amplitude calculated by fitting eq. (6) to
measured horizontal wave velocity (Uw_horiz) at
the highest three measurement points.
gWave period calculated as T =
1/fp with fp the peak
frequency of the wave domain in the power spectral density of
instantaneous vertical velocity.
h, iWave length (λ = 2π/k) and
wave number (k) estimated by linear wave theory, i.e.,
ω2 = (kg)tanh(kh), with ω
(= 2π/T) the wave radian frequency, g the
gravitational acceleration, and h the water depth.
jMaximum velocity in wave cycle.
kWave excursion (radius of wave orbital motion)
estimated by Ew =
uwmaxT/(2π).
lKeulegan-Carpenter number estimated as
KC = uwmaxT/d.
mRatio of wave excursion (Ew)
to stem spacing (S) with S =
m-1/2.
nStem Reynolds number estimated by
Red = Uhorizd/ν
(with ν = 10-6 the water kinematic viscosity)
within the vegetation.
|
aS0 was the bare bed case. A1 ~ A5 and
B1 ~ B5 were cases with the influence of AV and located
in sites A and B (Fig. 1b), respectively.
bStem density (stems per unit area). Please note that
several stems are grown for each individual plant of A.
selengensis and P. arundinacea. C. cinerascens was
composed of basal blades, so that its stem density in present study
referred to the numbers of blade per unit area.
cStem diameter. For C. cinerascens this table
gave the value of mean blade width.
d, eHeight of vegetation (hv)
and water depth (h).
fWave amplitude calculated by fitting eq. (6) to
measured horizontal wave velocity (Uw_horiz) at
the highest three measurement points.
gWave period calculated as T =
1/fp with fp the peak
frequency of the wave domain in the power spectral density of
instantaneous vertical velocity.
h, iWave length (λ = 2π/k) and
wave number (k) estimated by linear wave theory, i.e.,
ω2 = (kg)tanh(kh), with ω
(= 2π/T) the wave radian frequency, g the
gravitational acceleration, and h the water depth.
jMaximum velocity in wave cycle.
kWave excursion (radius of wave orbital motion)
estimated by Ew =
uwmaxT/(2π).
lKeulegan-Carpenter number estimated as
KC = uwmaxT/d.
mRatio of wave excursion (Ew)
to stem spacing (S) with S =
m-1/2.
nStem Reynolds number estimated by
Red = Uhorizd/ν
(with ν = 10-6 the water kinematic viscosity)
within the vegetation.
|
aS0 was the bare bed case. A1 ~ A5 and
B1 ~ B5 were cases with the influence of AV and located
in sites A and B (Fig. 1b), respectively.
bStem density (stems per unit area). Please note that
several stems are grown for each individual plant of A.
selengensis and P. arundinacea. C. cinerascens was
composed of basal blades, so that its stem density in present study
referred to the numbers of blade per unit area.
cStem diameter. For C. cinerascens this table
gave the value of mean blade width.
d, eHeight of vegetation (hv)
and water depth (h).
fWave amplitude calculated by fitting eq. (6) to
measured horizontal wave velocity (Uw_horiz) at
the highest three measurement points.
gWave period calculated as T =
1/fp with fp the peak
frequency of the wave domain in the power spectral density of
instantaneous vertical velocity.
h, iWave length (λ = 2π/k) and
wave number (k) estimated by linear wave theory, i.e.,
ω2 = (kg)tanh(kh), with ω
(= 2π/T) the wave radian frequency, g the
gravitational acceleration, and h the water depth.
jMaximum velocity in wave cycle.
kWave excursion (radius of wave orbital motion)
estimated by Ew =
uwmaxT/(2π).
lKeulegan-Carpenter number estimated as
KC = uwmaxT/d.
mRatio of wave excursion (Ew)
to stem spacing (S) with S =
m-1/2.
nStem Reynolds number estimated by
Red = Uhorizd/ν
(with ν = 10-6 the water kinematic viscosity)
within the vegetation.
|
aS0 was the bare bed case. A1 ~ A5 and
B1 ~ B5 were cases with the influence of AV and located
in sites A and B (Fig. 1b), respectively.
bStem density (stems per unit area). Please note that
several stems are grown for each individual plant of A.
selengensis and P. arundinacea. C. cinerascens was
composed of basal blades, so that its stem density in present study
referred to the numbers of blade per unit area.
cStem diameter. For C. cinerascens this table
gave the value of mean blade width.
d, eHeight of vegetation (hv)
and water depth (h).
fWave amplitude calculated by fitting eq. (6) to
measured horizontal wave velocity (Uw_horiz) at
the highest three measurement points.
gWave period calculated as T =
1/fp with fp the peak
frequency of the wave domain in the power spectral density of
instantaneous vertical velocity.
h, iWave length (λ = 2π/k) and
wave number (k) estimated by linear wave theory, i.e.,
ω2 = (kg)tanh(kh), with ω
(= 2π/T) the wave radian frequency, g the
gravitational acceleration, and h the water depth.
jMaximum velocity in wave cycle.
kWave excursion (radius of wave orbital motion)
estimated by Ew =
uwmaxT/(2π).
lKeulegan-Carpenter number estimated as
KC = uwmaxT/d.
mRatio of wave excursion (Ew)
to stem spacing (S) with S =
m-1/2.
nStem Reynolds number estimated by
Red = Uhorizd/ν
(with ν = 10-6 the water kinematic viscosity)
within the vegetation.
|
aS0 was the bare bed case. A1 ~ A5 and
B1 ~ B5 were cases with the influence of AV and located
in sites A and B (Fig. 1b), respectively.
bStem density (stems per unit area). Please note that
several stems are grown for each individual plant of A.
selengensis and P. arundinacea. C. cinerascens was
composed of basal blades, so that its stem density in present study
referred to the numbers of blade per unit area.
cStem diameter. For C. cinerascens this table
gave the value of mean blade width.
d, eHeight of vegetation (hv)
and water depth (h).
fWave amplitude calculated by fitting eq. (6) to
measured horizontal wave velocity (Uw_horiz) at
the highest three measurement points.
gWave period calculated as T =
1/fp with fp the peak
frequency of the wave domain in the power spectral density of
instantaneous vertical velocity.
h, iWave length (λ = 2π/k) and
wave number (k) estimated by linear wave theory, i.e.,
ω2 = (kg)tanh(kh), with ω
(= 2π/T) the wave radian frequency, g the
gravitational acceleration, and h the water depth.
jMaximum velocity in wave cycle.
kWave excursion (radius of wave orbital motion)
estimated by Ew =
uwmaxT/(2π).
lKeulegan-Carpenter number estimated as
KC = uwmaxT/d.
mRatio of wave excursion (Ew)
to stem spacing (S) with S =
m-1/2.
nStem Reynolds number estimated by
Red = Uhorizd/ν
(with ν = 10-6 the water kinematic viscosity)
within the vegetation.
|
aS0 was the bare bed case. A1 ~ A5 and
B1 ~ B5 were cases with the influence of AV and located
in sites A and B (Fig. 1b), respectively.
bStem density (stems per unit area). Please note that
several stems are grown for each individual plant of A.
selengensis and P. arundinacea. C. cinerascens was
composed of basal blades, so that its stem density in present study
referred to the numbers of blade per unit area.
cStem diameter. For C. cinerascens this table
gave the value of mean blade width.
d, eHeight of vegetation (hv)
and water depth (h).
fWave amplitude calculated by fitting eq. (6) to
measured horizontal wave velocity (Uw_horiz) at
the highest three measurement points.
gWave period calculated as T =
1/fp with fp the peak
frequency of the wave domain in the power spectral density of
instantaneous vertical velocity.
h, iWave length (λ = 2π/k) and
wave number (k) estimated by linear wave theory, i.e.,
ω2 = (kg)tanh(kh), with ω
(= 2π/T) the wave radian frequency, g the
gravitational acceleration, and h the water depth.
jMaximum velocity in wave cycle.
kWave excursion (radius of wave orbital motion)
estimated by Ew =
uwmaxT/(2π).
lKeulegan-Carpenter number estimated as
KC = uwmaxT/d.
mRatio of wave excursion (Ew)
to stem spacing (S) with S =
m-1/2.
nStem Reynolds number estimated by
Red = Uhorizd/ν
(with ν = 10-6 the water kinematic viscosity)
within the vegetation.
|
aS0 was the bare bed case. A1 ~ A5 and
B1 ~ B5 were cases with the influence of AV and located
in sites A and B (Fig. 1b), respectively.
bStem density (stems per unit area). Please note that
several stems are grown for each individual plant of A.
selengensis and P. arundinacea. C. cinerascens was
composed of basal blades, so that its stem density in present study
referred to the numbers of blade per unit area.
cStem diameter. For C. cinerascens this table
gave the value of mean blade width.
d, eHeight of vegetation (hv)
and water depth (h).
fWave amplitude calculated by fitting eq. (6) to
measured horizontal wave velocity (Uw_horiz) at
the highest three measurement points.
gWave period calculated as T =
1/fp with fp the peak
frequency of the wave domain in the power spectral density of
instantaneous vertical velocity.
h, iWave length (λ = 2π/k) and
wave number (k) estimated by linear wave theory, i.e.,
ω2 = (kg)tanh(kh), with ω
(= 2π/T) the wave radian frequency, g the
gravitational acceleration, and h the water depth.
jMaximum velocity in wave cycle.
kWave excursion (radius of wave orbital motion)
estimated by Ew =
uwmaxT/(2π).
lKeulegan-Carpenter number estimated as
KC = uwmaxT/d.
mRatio of wave excursion (Ew)
to stem spacing (S) with S =
m-1/2.
nStem Reynolds number estimated by
Red = Uhorizd/ν
(with ν = 10-6 the water kinematic viscosity)
within the vegetation.
|
aS0 was the bare bed case. A1 ~ A5 and
B1 ~ B5 were cases with the influence of AV and located
in sites A and B (Fig. 1b), respectively.
bStem density (stems per unit area). Please note that
several stems are grown for each individual plant of A.
selengensis and P. arundinacea. C. cinerascens was
composed of basal blades, so that its stem density in present study
referred to the numbers of blade per unit area.
cStem diameter. For C. cinerascens this table
gave the value of mean blade width.
d, eHeight of vegetation (hv)
and water depth (h).
fWave amplitude calculated by fitting eq. (6) to
measured horizontal wave velocity (Uw_horiz) at
the highest three measurement points.
gWave period calculated as T =
1/fp with fp the peak
frequency of the wave domain in the power spectral density of
instantaneous vertical velocity.
h, iWave length (λ = 2π/k) and
wave number (k) estimated by linear wave theory, i.e.,
ω2 = (kg)tanh(kh), with ω
(= 2π/T) the wave radian frequency, g the
gravitational acceleration, and h the water depth.
jMaximum velocity in wave cycle.
kWave excursion (radius of wave orbital motion)
estimated by Ew =
uwmaxT/(2π).
lKeulegan-Carpenter number estimated as
KC = uwmaxT/d.
mRatio of wave excursion (Ew)
to stem spacing (S) with S =
m-1/2.
nStem Reynolds number estimated by
Red = Uhorizd/ν
(with ν = 10-6 the water kinematic viscosity)
within the vegetation.
|
aS0 was the bare bed case. A1 ~ A5 and
B1 ~ B5 were cases with the influence of AV and located
in sites A and B (Fig. 1b), respectively.
bStem density (stems per unit area). Please note that
several stems are grown for each individual plant of A.
selengensis and P. arundinacea. C. cinerascens was
composed of basal blades, so that its stem density in present study
referred to the numbers of blade per unit area.
cStem diameter. For C. cinerascens this table
gave the value of mean blade width.
d, eHeight of vegetation (hv)
and water depth (h).
fWave amplitude calculated by fitting eq. (6) to
measured horizontal wave velocity (Uw_horiz) at
the highest three measurement points.
gWave period calculated as T =
1/fp with fp the peak
frequency of the wave domain in the power spectral density of
instantaneous vertical velocity.
h, iWave length (λ = 2π/k) and
wave number (k) estimated by linear wave theory, i.e.,
ω2 = (kg)tanh(kh), with ω
(= 2π/T) the wave radian frequency, g the
gravitational acceleration, and h the water depth.
jMaximum velocity in wave cycle.
kWave excursion (radius of wave orbital motion)
estimated by Ew =
uwmaxT/(2π).
lKeulegan-Carpenter number estimated as
KC = uwmaxT/d.
mRatio of wave excursion (Ew)
to stem spacing (S) with S =
m-1/2.
nStem Reynolds number estimated by
Red = Uhorizd/ν
(with ν = 10-6 the water kinematic viscosity)
within the vegetation.
|
aS0 was the bare bed case. A1 ~ A5 and
B1 ~ B5 were cases with the influence of AV and located
in sites A and B (Fig. 1b), respectively.
bStem density (stems per unit area). Please note that
several stems are grown for each individual plant of A.
selengensis and P. arundinacea. C. cinerascens was
composed of basal blades, so that its stem density in present study
referred to the numbers of blade per unit area.
cStem diameter. For C. cinerascens this table
gave the value of mean blade width.
d, eHeight of vegetation (hv)
and water depth (h).
fWave amplitude calculated by fitting eq. (6) to
measured horizontal wave velocity (Uw_horiz) at
the highest three measurement points.
gWave period calculated as T =
1/fp with fp the peak
frequency of the wave domain in the power spectral density of
instantaneous vertical velocity.
h, iWave length (λ = 2π/k) and
wave number (k) estimated by linear wave theory, i.e.,
ω2 = (kg)tanh(kh), with ω
(= 2π/T) the wave radian frequency, g the
gravitational acceleration, and h the water depth.
jMaximum velocity in wave cycle.
kWave excursion (radius of wave orbital motion)
estimated by Ew =
uwmaxT/(2π).
lKeulegan-Carpenter number estimated as
KC = uwmaxT/d.
mRatio of wave excursion (Ew)
to stem spacing (S) with S =
m-1/2.
nStem Reynolds number estimated by
Red = Uhorizd/ν
(with ν = 10-6 the water kinematic viscosity)
within the vegetation.
|