laboratory and field measurements of environmental stratified flows
DESCRIPTION
Stellar Hydro Days, 26-28 July, 2006 Los Alamos. Laboratory and Field Measurements of Environmental Stratified Flows. Marko Princevac July 28, 2006. Outline. Slope Flows Entrainment in Katabatic Current Eddy Diffusivity Waves vs. Turbulence Morning Inversion Break-up. - PowerPoint PPT PresentationTRANSCRIPT
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Laboratory and Field Measurements of Environmental Stratified Flows
Marko Princevac
July 28, 2006
Stellar Hydro Days, 26-28 July, 2006
Los Alamos
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Outline
• Slope Flows
• Entrainment in Katabatic Current
• Eddy Diffusivity
• Waves vs. Turbulence
• Morning Inversion Break-up
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Slope Flows – Thermally Driven
Phoenix
Terrain induced flow
Synoptic flow
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Upslope flow
T
U
Q
vs.updraft regions
downdraft regions
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Thermal blob
(I)
(IV)
(III)
(II)
(I)
(IV)
(III)
(II)
Detachment occurs when
33
10
cTgRaRa c
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Competing tendencies
(I)
(IV)
(III)
(II)
B
P
2u
1u
B
gTgB 30
30~
222
210
2 ~~ uupP
rc P
c
Ra
P
B
41
~
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Critical angle experiment
Heating System
Water-Glycerin solution
10 < Pr < 10000
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Critical angle vs. Pr
0
0.02
0.04
0.06
0.08
0.1
0.12
0.14
1 10 100 1000 10000Pr
Cri
tica
l An
gle
rc P
c
Ra
P
B
41
~
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Katabatic (Downslope, Drainage) Flow
HUeU eU
eU
eU eU
)(tUU
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UH
h S
H L H
0q
Downslope flow - Idealized Topography
HHcH LbU 2
z
UW
x
UU
t
U
Dt
DUˆˆ
zbH ˆ/
bx
UU H
~ˆ
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ACS –VTMX ASU Site
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Slope Site - VTMX
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Downslope flow – Field Results
y = -0.0094x + 0.6523
R2 = 0.0551
0
0.2
0.4
0.6
0.8
1
1.2
1.4
1.6
1.8
2
0 2 4 6 8 10 12 14 16
b/(NE2h)
c
HHcH LbU ~2
10/15 TS1
0
50
100
150
200
250
300
350
400
450
500
0 1 2 3 4 5 6
Wind Speed [m/s]
Alti
tude
AG
L [m
]
0:22
0:42
1:09
1:30
1:49
2:07
2:30
2:56
10/15 TS1
0
50
100
150
200
250
300
350
400
450
500
288 290 292 294 296 298
Potential Temperature [K]
Alti
tude
AG
L [m
]
0:22
0:42
1:09
1:30
1:49
2:07
2:30
2:56
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Downslope flow - Pulsation
T=55 min
0
0.5
1
1.5
2
2.5
3
3.5
4
4.5
5
275.15 275.2 275.25 275.3 275.35 275.4 275.45 275.5
JDay
Win
d S
pe
ed
[m
/s])!(tUU
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z
UW
x
UU
t
U
Dt
DUˆˆ
zbH ˆ/
z
bW
x
bU
t
b
Dt
bDˆˆ
HEH UN
z
q 20
ˆ
Downslope flow - Pulsation
have oscillatory solution with the frequency
EN ~ or periodEN
T
2~
0
0.5
1
1.5
2
2.5
3
3.5
4
4.5
5
275.15 275.2 275.25 275.3 275.35 275.4 275.45 275.5
JDay
Win
d S
pe
ed
[m
/s]
bt
U
UNt
bE2
}
,
linearized
0222
2
UNt
UE
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Downslope flow - Pulsation
Down-slope Wind
0
0.5
1
1.5
2
2.5
3
3.5
4
4.5
5
275.15 275.25 275.35 275.45
JDay
Win
d S
pe
ed
[m
/s]
Wind Speed
Sin T=55 min T=55 min
ENT
2
~
ACS =4 deg: T=20 – 50 min
SS =1.8 deg: T=50 – 130 min
Down-slope Wind
0
0.5
1
1.5
2
2.5
3
3.5
4
4.5
5
287.15 287.25 287.35 287.45
JDay
Win
d S
pe
ed
[m
/s]
Wind Speed
Sin T=30 min
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Downslope flow - Entrainment
x U
z
h(x)
U(z,x)
UE
E
ue
eu
eu
eu
(z,x)
TS4
TS3
TS2
TS1
x
Uhue
u
uE e
Entrainment coefficient Richardson number
2'u
hgRi
gg 'EUUu
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Richardson Number
Gradient Richardson Number
0.01
0.1
1
10
100
1000
10000
RIg
Efficient Mixing -KH Regime
Near Neutral
Waves - very little turbulence
Very stable RegimeNon-turbulent
22
zV
zU
zg
Rg
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Entrainment
x
Uhue
dt
dhuB
C
wcuF
Entrainment velocities
u
uE e
Entrainment coefficient
Entrainment law
RiEE
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Downslope flow – Laboratory Entrainment
Turner (1986)
Ri
RiE
51
1.008.0
310~Re Uh
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Downslope flow - Entrainment
x
Uhue
Distance [km] measured from TS1 to the west
10 9 811 3 25 47 6 1 0
1400
1600
1800
2000
2200
2400
BinghamCanyon
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Field data – 4 locations kilometer apart
x
Uhue
2u
hgRi
10/15 TS2
0
50
100
150
200
250
0 2 4 6
Wind Speed
Alt
itu
de
0:22
0:42
1:09
1:30
1:49
2:07
2:30
2:56
10/15 TS2
0
50
100
150
200
250
288 290 292 294 296 298
Potential Tem perature
Alt
itu
de
0:22
0:42
1:09
1:30
1:49
2:07
2:30
2:56
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Downslope flow - Entrainment
y = 0.054x-0.7494
R2 = 0.7666
-0.1
0
0.1
0.2
0.3
0.4
0.5
0.6
0 0.2 0.4 0.6 0.8 1 1.2 1.4 1.6
Ri
E
u
uE e
Turner (1986) - laboratory
Field observations
Ri
RiE
51
1.008.0
75.005.0 RiE 7104~Re Uh
310~Re Uh
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Downslope flow – Eddy diffusivities
zU
wuK M
dzd
wK H
Eddy diffusivity of momentum
Eddy diffusivity of heat
High Re (107 – 108)
Turbulent transport (u’w’, v’w’, w’’…) dominates molecular ()
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ACS Tower
z
U
z
V
dz
d
''wu
''wv
''w
zU
wuK M
dzd
wK H
22
zV
zU
zg
Rig
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Downslope flow – Eddy diffusivities
22
zV
zU
zg
Rig
)s(m45.012 RiK
0.22
gM
)s(m07.01245.0
RiK gH
)s(m07.012 K H
Wave Dominated Transport ?
Monti et al. 2002
Molecular
~ 10-5 (m2s-1)
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Waves vs. Turbulence
Frequency, Wave Number Frequency, Wave Number
E E
41
3
KL
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Characteristics of Turbulent Flows
- Irregularity, randomness Waves also
- Diffusivity Waves also
- Rotational Waves also – generally
(exception example: surface waves)
- Dissipative Waves are essentially nondissipative
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Data Filtering
0 100 200 300 400 500 600-0.7
-0.6
-0.5
-0.4
-0.3
-0.2
-0.1
0
0.1
0.2
0.3av. per. 1 min, filter 6 order, 0.25 min cut-off
V
samples
zU
wuK M
dzd
wK H
...wavesMK ...wavesHK
...turbMK ...turbHK
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Filters – low-pass
f
E
Low-pass filter
pass band transition band
stop band
slope
cut off frequency
pass-band ripples stop-band
ripples
f
E
unfiltered signal
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Common Digital Filters
Flattest Pass-band
Frequency
Gain
Butterworth
Smoothest transition
Frequency
Gain
Bessel
Steepest slope
Frequency
Gain
Elliptic
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Signal Spectra – where to cut?
? ?
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Shortest internalwave period
Buoyancy frequency N corresponds to maximum possible wave frequency
dz
dgN
2
N= 0.05-0.1 rad/sec
min212
N
T
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Cutting Frequency
“waves” “turbulence”
Period > 1 min Period < 1 min
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Filtering cut-off period of 1 minute
0 500 1000 1500 2000 2500 3000-0.2
-0.15
-0.1
-0.05
0
0.05
0.1
0.15
0.2
0.25
W
samples
5 minute averaging
5 minute mean is subtracted
before filtering
Elliptical filter
1 min cut off
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KM from filtered and non-filtered data
1 E -2 1 E -1 1 E + 0 1 E + 1 1 E + 2R i
1 E -3
1 E -2
1 E -1
1 E + 0
1 E + 1
KM
(m
s )-2
g
1 m
1 m fil . 1 m
5 m
5 m fil . 1 m
1 5 m
1 5 m fil. 1 m
L O W E R S O N IC
zU
nsKM
''
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KH from filtered and non-filtered data
1 E -2 1 E -1 1 E + 0 1 E + 1 1 E + 2R i
1 E -3
1 E -2
1 E -1
1 E + 0
1 E + 1
KH
(m
s )-2
g
1 m
1 m fil . 1 m
5 m
5 m fil . 1 m
1 5 m
1 5 m fil. 1 m
L O W E R S O N IC
dzd
nKH
'
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TKE vs. “Wave” kinetic energyNon-filtered data Total KE
(fluctuations)Filtered data “wave-less” KE
(fluctuations)
“Wave” KE = Total – Wave-less
KETotal
KEWave
_
_
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Rig=1
22
zV
zU
zg
Rig
1 E -2 1 E -1 1 E + 0 1 E + 1 1 E + 2R i
0 .0 0
0 .0 5
0 .1 0
0 .1 5
0 .2 0
0 .2 5
u (
m s
)
g
*
-1
1 m
1 m fil . 1 m
5 m
5 m fil . 5 m
5 m fil . 1 m
1 5 m
1 5 m fil . 1 5 m
1 5 m fil . 1 m
L O W E R S O N IC
1 E -2 1 E -1 1 E + 0 1 E + 1 1 E + 2R i
1 E -3
1 E -2
1 E -1
1 E + 0
1 E + 1
KH
(m
s )-2
g
1 m
1 m fil . 1 m
5 m
5 m fil . 1 m
1 5 m
1 5 m fil. 1 m
L O W E R S O N IC
1 E -2 1 E -1 1 E + 0 1 E + 1 1 E + 2R i
-0 .2
-0 .1
0 .0
0 .1
T*
g
1 m
1 m fil . 1 m
5 m
5 m f il . 1 m
U P P E R S O N IC
1 E -2 1 E -1 1 E + 0 1 E + 1 1 E + 2R i
0 .0 0
0 .0 5
0 .1 0
0 .1 5
0 .2 0
0 .2 5
0 .3 0
0 .3 5
TK
E (
m s
)
g
2 -
2
1 m
1 m fil . 1 m
5 m
5 m fil . 5 m
5 m fil . 1 m
1 5 m
1 5 m fil. 1 5 m
1 5 m fil. 1 m
L O W E R S O N IC
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Turbulent Prandtl Number (inversed)
1 E -2 1 E -1 1 E + 0 1 E + 1 1 E + 2R i
1 E -3
1 E -2
1 E -1
1 E + 0
1 E + 1
KH
/KM
g
1 m
1 m fil . 1 m
5 m
5 m fil . 1 m
1 5 m
1 5 m fil. 1 m
S F 2 0 0 1
U P P E R S O N IC
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TKE from filtered and non-filtered data
1 E -2 1 E -1 1 E + 0 1 E + 1 1 E + 2R i
0 .0 0
0 .0 5
0 .1 0
0 .1 5
0 .2 0
0 .2 5
0 .3 0
0 .3 5
TK
E (
m s
)
g
2 -
2
1 m
1 m fil . 1 m
5 m
5 m fil . 5 m
5 m fil . 1 m
1 5 m
1 5 m fil. 1 5 m
1 5 m fil. 1 m
L O W E R S O N IC
222 '''2
1nvuTKE
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Nocturnal pooling
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Experimental setup
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Observed flow patterns
Simple slope flow followed by recirculation
Slope flow followed by recirculation plus layer “thickening” at the valley bottom
Same as previous plus horizontal intrusions in stable core
No large recirculation – all compensation of mass is via intrusions at different levels
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Governing Parameters
Initial Stability (stratification) - N
Slope Angle -
Heat Flux (buoyancy flux) - qo
Inversion Height - h
Combination of dimensionless parameters:
and
oq
hNB
23
po c
gQq
*
T(z)
h
q
w
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Cold Pool Breakup
Low B
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Cold Pool Breakup
High B
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Flow dependence
Low B regime
High B regime
Bc=1000-2000
Lower values for smaller slope angles
Angle Bmin Bmax
10o 107 2497
20o 212 8198
30o 24 5564
oq
hNB
23
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Inversion breakup in SLC valley
oq
hNB
23
Wheeler Farm cross-section (40o38’ N)
Wheelers Farm
40o38’ N, 111o52’ W
1350 m MSL
Wheeler Farm Site
2,410 m MSL 2,223 m MSL
Potential Temperature Profile: VTMX Starting on 10/08 (LT)
0
500
1000
1500
2000
2500
3000
3500
4000
10.0 15.0 20.0 25.0 30.0 35.0 40.0 45.0
Pot. Temperature (C)
Hei
gh
t A
GL
(m
)
6:00 PM
7:00 PM
9:00 PM
11:00 PM
1:00 AM
3:00 AM
6:00 AM
8:00 AM
9:00 AM
10:00 AM
4 pm 8th
Bouancy Flux After Sun Rise
q0 =1.4*10^-3B = 873
0.00E+00
5.00E-04
1.00E-03
1.50E-03
2.00E-03
2.50E-03
8 8.5 9 9.5 10 10.5 11
Local Time (hrs)
Bu
oy
an
cy
Flu
x
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Expected Cold Pool Destruction for SLC
1000B
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Summary
- Upslope flowP
2u
1u
B
rc P
c
Ra
P
B
41
~
Valley floor lower (elevation) gentle slope
higher(elevation) steep
slope
(open terrain)
Synoptic flow
UH
UF
h S
Hh
V
H HL
z
>
>
x
hsf
sinkflow
wavefronts
>
>
(x - x )>
HV
HVxx=>
L V
- Downslope flow velocity
HHcH LbU ~2
![Page 53: Laboratory and Field Measurements of Environmental Stratified Flows](https://reader035.vdocument.in/reader035/viewer/2022062517/56813a3f550346895da229bd/html5/thumbnails/53.jpg)
Summary
Down-slope Wind
0
0.5
1
1.5
2
2.5
3
3.5
4
4.5
5
275.15 275.25 275.35 275.45
JDay
Win
d S
pe
ed
[m
/s]
ENT
2
~
- Downslope flow periodicity
x U
z
h(x)
U(z,x)
UE
E
ue
eu
eu
eu
(z,x)
TS4
TS3
TS2
TS1
- Entrainment
75.005.0 RiE
![Page 54: Laboratory and Field Measurements of Environmental Stratified Flows](https://reader035.vdocument.in/reader035/viewer/2022062517/56813a3f550346895da229bd/html5/thumbnails/54.jpg)
Summary
- Inversion breakup mechanisms
oq
hNB
23
K
/
/ |d
V/d
z|
g
M
w2~
R i
K
/
/ |d
V/d
z|
Hw2
~
F ie ld E x p e rim en t
E q u a tio n (3 .7 )
F ie ld ex p e rim en t
E q u a tio n (3 .8 )
0 .0 1 0 .1 1 1 0 1 0 0
1 0
1
0 .1
0 .0 1
0 .0 0 1
1 0
1
0 .1
0 .0 1
0 .0 0 1
(
)(
)
34.034.0~02.0
2
g
w
M RidzVd
K
5.049.0
208.008.0~
gg
w
H RiRidzVd
K
- Eddy diffusivity
![Page 55: Laboratory and Field Measurements of Environmental Stratified Flows](https://reader035.vdocument.in/reader035/viewer/2022062517/56813a3f550346895da229bd/html5/thumbnails/55.jpg)
Valley floor lower (elevation) gentle slope
higher(elevation) steep
slope
(open terrain)
Synoptic flow
UH
UF
h S
Hh
V
H HL
z
>
>
x
hsf
sinkflow
wavefronts
>
>
(x - x )>
HV
HVxx=>
L V
x U
z
h(x)
U(z,x)
UE
E
ue
eu
eu
eu
(z,x)
TS4
TS3
TS2
TS1
[S]
[M]
[I]
[E]
zh
SS
SS
z
U
h
x
x
h
S
I
E
S
MS
MI
S
C
(z)
C
S
S
SF
~
K
/
/ |d
V/d
z|
g
M
w2~
R i
K
/
/ |d
V/d
z|
Hw2
~
F ie ld E x p e rim en t
E q u a tio n (3 .7 )
F ie ld ex p e rim en t
E q u a tio n (3 .8 )
0 .0 1 0 .1 1 1 0 1 0 0
1 0
1
0 .1
0 .0 1
0 .0 0 1
1 0
1
0 .1
0 .0 1
0 .0 0 1
(
)(
)
x=LV
x
z
(z)
0
FxU(x,z,t)
Cooling Slope Front
Mixing
Next Scale
![Page 56: Laboratory and Field Measurements of Environmental Stratified Flows](https://reader035.vdocument.in/reader035/viewer/2022062517/56813a3f550346895da229bd/html5/thumbnails/56.jpg)
Filters – ideal
f
E
unfiltered signal
“Brick-wall” filter
(hypothetical ideal filter)
Low-pass example
f
E
cut off frequency
![Page 57: Laboratory and Field Measurements of Environmental Stratified Flows](https://reader035.vdocument.in/reader035/viewer/2022062517/56813a3f550346895da229bd/html5/thumbnails/57.jpg)
Filters – high-pass
f
E
High-pass filter
stop band transition band
pass band
slope
cut off frequency
stop-band ripples pass-band
ripples
f
E
unfiltered signal
![Page 58: Laboratory and Field Measurements of Environmental Stratified Flows](https://reader035.vdocument.in/reader035/viewer/2022062517/56813a3f550346895da229bd/html5/thumbnails/58.jpg)
Filters – pass-band & stop-band
Pass-band filter
f
E
unfiltered signal
f
E
pass-band
width
cut off frequency
Stop-band filter
f
E
stop-band
width
cut off frequency
![Page 59: Laboratory and Field Measurements of Environmental Stratified Flows](https://reader035.vdocument.in/reader035/viewer/2022062517/56813a3f550346895da229bd/html5/thumbnails/59.jpg)
Friction velocity: filtered and non-filtered
1 E -2 1 E -1 1 E + 0 1 E + 1 1 E + 2R i
0 .0 0
0 .0 5
0 .1 0
0 .1 5
0 .2 0
0 .2 5
u (
m s
)
g
*
-1
1 m
1 m fil . 1 m
5 m
5 m fil . 5 m
5 m fil . 1 m
1 5 m
1 5 m fil . 1 5 m
1 5 m fil . 1 m
L O W E R S O N IC
4 22
* '''' nvnsu
![Page 60: Laboratory and Field Measurements of Environmental Stratified Flows](https://reader035.vdocument.in/reader035/viewer/2022062517/56813a3f550346895da229bd/html5/thumbnails/60.jpg)
Normalized momentum flux
1 E -2 1 E -1 1 E + 0 1 E + 1 1 E + 2R i
-2
-1
0
1
2
s'n'
/u*^
2
g
1 m
1 m fil . 1 m
5 m
5 m fil . 1 m
L O W E R S O N IC
![Page 61: Laboratory and Field Measurements of Environmental Stratified Flows](https://reader035.vdocument.in/reader035/viewer/2022062517/56813a3f550346895da229bd/html5/thumbnails/61.jpg)
Temperature scale
1 E -2 1 E -1 1 E + 0 1 E + 1 1 E + 2R i
-0 .2
-0 .1
0 .0
0 .1
T*
g
1 m
1 m fil . 1 m
5 m
5 m fil . 1 m
U P P E R S O N IC
**
''
u
nT
![Page 62: Laboratory and Field Measurements of Environmental Stratified Flows](https://reader035.vdocument.in/reader035/viewer/2022062517/56813a3f550346895da229bd/html5/thumbnails/62.jpg)
Summary
- Removing “waves” decreases momentum transport (KM) for high Rig
1 E -2 1 E -1 1 E + 0 1 E + 1 1 E + 2R i
1 E -3
1 E -2
1 E -1
1 E + 0
1 E + 1
KM
(m
s )-2
g
1 m
1 m fil . 1 m
5 m
5 m fil . 1 m
1 5 m
1 5 m fil. 1 m
L O W E R S O N IC
- Removing “waves” does not affect heat transport (KH)
1 E -2 1 E -1 1 E + 0 1 E + 1 1 E + 2R i
1 E -3
1 E -2
1 E -1
1 E + 0
1 E + 1
KH
(m
s )-2
g
1 m
1 m fil . 1 m
5 m
5 m fil . 1 m
1 5 m
1 5 m fil. 1 m
L O W E R S O N IC
![Page 63: Laboratory and Field Measurements of Environmental Stratified Flows](https://reader035.vdocument.in/reader035/viewer/2022062517/56813a3f550346895da229bd/html5/thumbnails/63.jpg)
Downslope flow – Normalized Eddy diffusivities
K
/
/ |d
V/d
z|
g
M
w2~
R i
K
/
/ |d
V/d
z|
Hw2
~
F ie ld E x p e rim e n t
E q u a tio n (3 .7 )
F ie ld e x p e rim e n t
E q u a tio n (3 .8 )
0 .0 1 0 .1 1 1 0 1 0 0
1 0
1
0 .1
0 .0 1
0 .0 0 1
1 0
1
0 .1
0 .0 1
0 .0 0 1
(
)(
)
34.034.0~02.0
2
g
w
M RidzVd
K
5.049.0
208.008.0~
gg
w
H RiRidzVd
K
dzVdL ws
~wsV
dzVdK w
M ~34.02
NK w
H
2
08.0