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![Page 1: Observation and simulation of flow in vegetation canopies Roger H. Shaw University of California, Davis.](https://reader036.fdocuments.us/reader036/viewer/2022070409/56649e8a5503460f94b8f6c3/html5/thumbnails/1.jpg)
Observation and simulation of flow in vegetation canopies
Roger H. ShawUniversity of California, Davis
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•Kinetic energy spectral densities that are strongly peaked•Strong correlations between streamwise and vertical velocities•Large velocity skewness (Sku>0; Skw<0)•Transport dominated by organized structures•Larger contributions from sweep motions than ejections
Canopy turbulence
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“We will understand the movement of the stars long before we understand canopy turbulence”
Galileo Galilei
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Time traces of velocity components
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Z=2.4h
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Z=0.9h
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Scalar ‘ramps’ correlated through the depth of the canopy show wholesale ‘flushing’ of
the canopy airspace by large scale gusts.
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Scalar
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Vertical velocity
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Streamwise velocity
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Turbulent kinetic energy budget determined from LES
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Large-eddy simulation of surfaceand canopy layers
•Based on NCAR code developed by Moeng (1984)•Modified to include drag effects on both the resolved-scale flow and SGS motions•An experimental tool and framework for investigation of observed phenomena
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2
Resolved- and subgrid-scales
in large-eddy simulation (LES)
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W av en u m b er
Ene
rgy
spec
tral
den
sity
x
R eso lv ed -sca les
S u b g rid -sca le s
LES resolved- and subgrid-scales
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X = 96 grids
Z=30grids
A sketch of simulated domain
canopy( green region ) = 1/3 vertical domainshear dominant ( neutral )
F ig u re 1
canopy
• periodic horizontal boundary conditions
• frictionless lid at upper boundary (no flux)
• uniform force to drive the flow
• scalar source through depth of canopy
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Canopy specification:
•Represented at each grid point by element area density a (m2/m3)•Area density horizontally uniform but a(z)•Canopy elements rigid•Volume occupied by solid elements is considered to be negligible
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Static pressure perturbation
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2
Resolved- subgrid- and wake-scales
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Mean flow KE
Resolved-scale TKE
Subgrid-scale TKE
Internal energy
1 2 3
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Mean flow KE
Resolved-scale TKE
Subgrid-scale TKE
Wake-scale TKE
Internal energy
Viscous drag
Form drag
1 2 3
4 5 6 7
8 9 10
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Drag parameterization:
i d sf iF C C au V
1.328 2.326sfC
RR
Blasius solution for flow parallel to a flat plate:
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inertialcascade
formdrag
SGS energy pool
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inertialcascade
formdrag
SGS energy wake energyw
sgs
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ii ij m fd sf
i j i i
ue e eu K
t x x x x
Subgrid-scale energy equation
where
3/ 2 8 8
; ;3 3fd d sf sf
c eC aVe C aVe
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Wake-scale energy equation
3 8
3w w w
i d d m wi i i
e e eu C aV C aVe K
t x x x
where
3/ 2w
wf
c e
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0 .0 0 0 1 0 .0 0 1 0 .0 1 0 .1 1 1 0
N o rm a lize d T K E e / u *2
0
1
2
3
Nor
mal
ized
hei
ght z
/h
W a k e
S u b g r id
T o ta l
R e s .
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1 e -0 0 6 1 e -0 0 5 0 .0 0 0 1 0 .0 0 1 0 .0 1 0 .1 1
N o rm a lize d d if f u s iv ity K / h u *
0
1
2
3
Nor
mal
ized
hei
ght z
/h
W a k e
S u b g rid
R e s .
T o ta l
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- 2 - 1 0 1 2 3
S G S k in e tic e n e rg y b u d g e t
0
1
2
3
Nor
mal
ized
hei
ght z
/h R e so lv e d sh e a r
D iss ip a tio n
D if f u s io n
W a k e e f f ec t
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•Additional variable ew to represent kinetic energy associated with wake motions•Dissipation of ew controlled by dimension of canopy elements
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•Additional variable ew to represent kinetic energy associated with wake motions•Dissipation of ew controlled by dimension of canopy elements•Rate of conversion of kinetic energy from resolved scales to wake scales is large•Effective diffusivity of wake-scale turbulence can be ignored
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•Additional variable ew to represent kinetic energy associated with wake motions•Dissipation of ew controlled by dimension of canopy elements•Rate of conversion of kinetic energy from resolved scales to wake scales is large•Effective diffusivity of wake-scale turbulence can be ignored•Important to include the conversion of resolved and SGS energy to wake-scale kinetic energy
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•Additional variable ew to represent kinetic energy associated with wake motions•Dissipation of ew controlled by dimension of canopy elements•Rate of conversion of kinetic energy from resolved scales to wake scales is large•Effective diffusivity of wake-scale turbulence can be ignored•Important to include the conversion of resolved and SGS energy to wake-scale kinetic energy•Viscous drag and direct dissipation in viscous boundary layers of leaves is of little consequence
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0 1 2 3 4 5 6 7 8 9
x /h
0
1
2
3
4
5
6
7
8
9
y/h
P e rtu rb a tio n sca la r co n c en tra tio n c /c*
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0 1 2 3 4 5 6 7 8 90
1
2
3
z/h
N o rm a liz e d sc a la r c o n c e n tra tio n
0 1 2 3 4 5 6 7 8 90
1
2
3
z/h
N o rm a liz e d p re ssu re
0 1 2 3 4 5 6 7 8 9
x /h
0
1
2
3
z/h
N o rm a liz e d s tre a m w ise v e lo c ity p e rtu rb a tio n
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Conditional sampling of LES output and composite averaging of flow structures
1. Pressure signal at z/h=1 used as detection function2. Structures aligned according to peak in pressure signal3. Composite averages of various elements of the structures
Approximately 1,600 events extracted from one 30-minutetime series (but not all independent)
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- 4 - 3 - 2 - 1 0 1 2 3 4
S tream w ise p o s itio n x /h
1
2
3
Hei
ght z
/h
P ertu rb a tio n s ta tic p re ssu re
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- 4 - 3 - 2 - 1 0 1 2 3 4
S tream w ise p o s itio n x /h
0
1
2
3
Hei
ght z
/h
S tream w ise v e lo c ity p e rtu rb a tio n
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- 4 - 3 - 2 - 1 0 1 2 3 4
S tream w ise p o s itio n x /h
1
2
3
Hei
ght z
/h
V ertica l v e lo c ity
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- 4 - 3 - 2 - 1 0 1 2 3 4
S tream w ise p o s itio n x /h
1
2
3
Hei
ght z
/h
S ca la r co n cen tra tio n p e rtu rb a tio n
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270 seconds (17 frames)
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-4 -2 0 2 4
-2
0
2
-4 -2 0 2 4
-2
0
2
y/h
x/h
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0
1
2
-4
-2
0
2
4
-5
-4
-3
-2
-1
0
1
2
3
4
XY
Z
x
0
1
2
-4
-2
0
2
4
-5
-4
-3
-2
-1
0
1
2
3
4
XY
Z
y
0
1
2
-2
0
2
4
-4
-3
-2
-1
0
1
2
3
4
XY
Z
z
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0
1
2
-4
-2
0
2
4
-2-1
01
2
X
Y
Z
0
1
2
-4
-2
0
2
4
-2-1012
X
Y
Z
0
1
2
-4
-2
0
2
4
-2
-1
0
1
2
X
Y Z
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The structure of the large-eddy motion as a solution to the eigenvalue problem:
Where ij is the spectral density tensori is the eigenvector is the associated eigenvalue
*, , , , , , , ,j iij x y x y x y x yD
k k z z k k z k k k k z
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u -v e lo c ity
w -v e lo c ity
sca la r
- 8 - 6 - 4 - 2 0 2 4 6 8
rx /h
00.51
1.52
z/h
- 8 - 6 - 4 - 2 0 2 4 6 8
rx /h
00.51
1.52
z/h
- 8 - 6 - 4 - 2 0 2 4 6 8
rx /h
00.51
1.52
z/h
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