Open Channel Flows over Gravel and Vegetation Roughness ... · 27/11/2012 · and controls the...
Transcript of Open Channel Flows over Gravel and Vegetation Roughness ... · 27/11/2012 · and controls the...
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Open Channel Flows over Gravel and Vegetation Roughness Elements
C.W. Li and C. Zeng
Department of Civil & Environmental Engineering, The Hong Kong Polytechnic University
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Background
Gravels and vegetation are commonly used for channel stabilization and naturalization. They contributes to the sustainable development of aquatic environments.
Vegetation provides food and shelter to many organisms and controls the ecological system in rivers, estuaries and coastal areas.
Compared to smooth bed channels, gravel and vegetated channels have larger roughness and lower flow carrying capacity.
It is important to investigate the flow and mixing characteristics of gravel and vegetated channels.
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Small to medium scale
roughness
Large scale roughness
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Velocity Profiles
Smooth surface
Rough surface (small scale roughness)
k s ~D50~ 30z0 , Br ~ 8.5,
U=mean velocity Rough surface - Logarithmic linear relationship is maintained,
mean velocity is reduced. Very rough surface (large scale roughness) - Logarithmic linear
relationship is not followed.
5.8zu
ln1
u
u *
*
0
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s* z
zln
1B
k
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0* ez
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1
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U
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Manning coefficient
g
R
n
1
*u
U
sgRu
sRn
1U
6/1
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fh*
f
3/2
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0
6/1
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h~R
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k
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k/h
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Manning equation
Velocity profile
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Steep rough channels
Form drag is important
Empirical formulas are not universal
Rice (1998)
Zimmerman (2010)
Many other formulas have been proposed.
147.0
050 )SD(029.0n
84
6/1
Dh5.8log
h
g84.2n
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Paglliara and Chiavaccini (2006)
n=0.064(1+)c(D50s0)0.11
=boulder concentration
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Numerical model using Body force (drag force) method
Representing the resisting force due to roughness elements by a body force (or drag force)
Spalart-Allmaras turbulence closure is used.
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F1g
z)A1(
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F
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Turbulence length scale d=deff
Small scale roughness (SWD, standard wall distance model) :
deff = z
Large scale roughness (MWD, modified wall distance model)
deff = cr × d0 when z < d0
deff = z when z > d0 or z < αd0
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Open-channel flows over large-scale roughness elements
Expts. by Nikora et al. (2001).
Case
Q
(l/s)
S0 D (cm)
d0
(cm)
u*
(cm/s)
Re+ (= u*k/ν)
1 48.9 0.0032 13.5 2.1 6.5 1,365
2 92.0 0.0031 18.2 2.1 7.7 1,617
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Expts. by Ferro and Baiamonte (1994)
Bed shape nc Г (%) d50 (mm) d84 (mm) d90 (mm)
Ground
layer 0 0.0 23.8 26.0 26.5
Ⅳ 40 23.5 24.1 42.1 45.0
Case Q (L/s) D (m) D/d50 Fr Re u* (cm/s)
1 4.5 0.051 2.12 0.21 28,421 3.27
2 10.0 0.063 2.61 0.34 61,712 3.57
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Steep-slope gravel-bed river flows
Case 1 Case 2 Case 3
Parameters Clear Creek at
Golden
Blue River near
Dillon Lake Creek
Bed slope 0.006 0.013 0.029
d50 (cm) 4.5 4.9 11.9
d84 (cm) 10.08 10.71 23.76
D (cm) 112 63 88
Range of U
measured by Marchand et al. (1984) (cm/s)
193-250 161-213 140-285
U computed by Carney et al.
(2006) (cm/s)
200 191 285
U for simulation with SWD model
(cm/s)
214 188 261
U for simulation with MWD model
(cm/s)
217 190 263
Characteristic parameters and average velocities for three simulations of river flows
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Conclusions I
A RANS model incorporating the drag force method (DFM) and a modified S-A turbulence closure has been developed for open channel flows over gravel beds.
Extensive tests show that the model is able to simulate the velocity variations in the interfacial sublayer, form-induced sublayer and logarithmic layer. Particularly, the S-shape velocity profile for sparsely distributed or unsorted large size roughness elements can be reproduced.
The modification of the turbulence length scale within the interfacial sublayer increases the viscous force and reduces the drag force in balancing the gravitational force component, as well as generates a quasi-linear velocity distribution.
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Vegetation roughness
Rigid vegetation
Similar to gravel roughness
Flexible vegetation
Vegetation height and drag coefficient are flow dependent
Occurrence of ‘Honami’ phenomenon
Stephan and
Gutknecht (2002)
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Equivalent Manning Roughness
Vegetation Uveg
Vegetation
U hv H H
a) Emergent b) Submerged
uu
hv uc
Usub
nv=equivalent Manning roughness
nb=Manning roughness for bed
CD=drag coefficient for stems
m= number density
D=diameter of stems
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Empirical equations
Emergent Vegetation
Force balance analysis gives
Submerged vegetation
Force balance analysis and assumption of a velocity profile shape
g2
mDHCnn
3/4
D2
bv
1
v
v
6/1
v
3/1
vD
2
b
rH
h1
h
Hln
g
H
1
H
h111
g2/)HmDhC(n
1n
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qx(s)
L
x
z
s
Flexible vegetation
Large deflection of a plant stem.
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F(N) (m)
Experimental
(Belendez et al. 2005)
(m)
computed
Difference (%)
0.000
0.098
0.196
0.294
0.392
0.490
0.588
0.089
0.149
0.195
0.227
0.251
0.268
0.281
0.0895
0.1501
0.1940
0.2251
0.2475
0.2641
0.2767
0.6
0.7
0.5
0.8
1.4
1.5
1.5
Large deflection of a cantilever beam under combined loading
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Non-dimensional plot of deflection against distributed load
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When the plants are subjected to water flow, their stems will deflect and the foliage will streamline along the flow. This will cause the decrease of the projected area and also the decrease of the drag coefficient.
Effect of foliage
Angle of inclination
(deg)
Cd/Cd0 Ap/Ap0=sin
10
30
45
90
0.55
0.6
0.75
1.0
0.17
0.5
0.71
1
Variation of drag coefficient and projected area
with angle of inclination for a plate (Holmes, 2007)
Wilson et al. (2008)
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Non-dimensional plot of CdAp against distributed load
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3D LES model for flow through flexible vegetation
source terms
2,1ijjiDi u~u~u~bC2
1f
f
F = Nf
2,1ijji
0p0D
pD
0Dii u~u~u~Nh
L
AC
ACbC
2
1NfF
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Vertical profiles of velocity and Reynolds stress and turbulence intensity for the case of Ikeda and Kanazawa
(1996)
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Time history of deflected height of a stem
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Spatial variation of deflected height at different instants
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Vertical profiles of velocity, Reynolds stress and
turbulent intensity for the case of Dunn et al. (1996)
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Effects of flexibility on vertical profiles of velocity and Reynolds
stress (constant discharge)
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Effects of foilage on vertical profiles of velocity and Reynold
stress (constant discharge)
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Effects of small deflection analysis and large deflection analysis on flow characteristics.
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CONCLUSIONS II
Flexible vegetation roughness is flow dependent.
A 3D numerical model has been developed and validated for the simulation of flow through flexible vegetation.
The model generates the spatial and temporal variation of the deflection of stems which resembles the field observed ‘Honami’ phenomenon.
The effects of flexibility and foliage on flow resistance are assessed and the results show that the flexibility of vegetation decreases both the vegetation-induced flow resistance force and the vertical Reynolds shear stress. The presence of foliage further enhances these reduction effects.
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