Casea
Vegetation type
mb (m-2) dc (cm) hvd (m) he (m)
awf (cm)
Tg (s) λh (m) ki (m-1) uwmaxj (cm/s) Ewk (cm)
KCl
Ew/Sm
Redn
S0 - - - 2.20 1.75 2.0 6.1 1.03 4.0 1.27 - - -
A1 A. selengensis 480 0.5 0.90 0.65 0.45 1.1 1.8 3.41 1.5 0.26 3.3 0.06 90.3
A2 A. selengensis 420 0.5 1.00 0.90 0.42 1.6 3.6 1.72 2.5 0.64 8.0 0.13 47.5
A3 P. arundinacea 120 0.5 0.65 1.15 0.46 1.4 3.0 2.09 2.0 0.45 5.6 0.05 15.6
A4 C. cinerascens 1260 0.3 0.20 0.80 1.88 1.1 1.9 3.36 2.3 0.40 8.4 0.12 3.7
A5 P. arundinacea 520 0.5 1.00 1.80 3.66 1.1 1.9 3.33 1.0 0.18 2.2 0.04 14.2
B1 P. arundinacea 240 0.5 1.30 0.67 0.76 2.0 4.5 1.38 6.0 1.91 24.0 0.30 22.7
B2 P. arundinacea 280 0.5 0.60 1.66 1.41 1.7 4.4 1.42 2.0 0.54 6.8 0.08 26.8
B3 P. arundinacea 280 0.5 0.60 0.60 0.35 1.0 1.5 4.09 1.8 0.29 3.6 0.05 50.2
B4 P. arundinacea 320 0.5 0.90 0.90 1.06 1.0 1.6 4.03 5.5 0.88 11.0 0.16 41.3
B5 P. arundinacea 300 0.5 0.70 1.00 0.40 1.0 1.6 4.03 1.3 0.21 2.6 0.03 33.1
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.