Extracting Green’s functions from random noise and...
Transcript of Extracting Green’s functions from random noise and...
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Extracting Green’s functions from random noise and vibrations
IRA DYER SYMPOSIUMMIT
June 14, 2007
W. A. KupermanScripps Institution of Oceanography
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OUTLINE• INTRODUCTION• UNDERWATER ACOUSTICS NOISE:
– THEORY– EXPERIMENT
• SIGNAL PROCESSING (Sync and AEL or Arrays)• SEISMOLOGY• Other APPLICATIONS
– STRUCTURAL ACOUSTICS– HUMAN BODY NOISE
• CONCLUDING REMARKS
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Green’s Functions Estimate from “Noise”Background Theory and Data Realizations
– Ultrasonics diffuse wavefields (~1MHz)• Lobkis and Weaver (Phys. Rev. Lett. , 2001), Derode et al. (JASA 2003), Larose et al.
(JASA 2004), Malcolm et al. (Phy. Rev. E. 2004)– Structural Engineering (~1kHz)
Farrar et al. (1997), Larose et al. (JASA 2006), Sabra et al. (JASA 2006)– Ocean ambient noise (~100Hz)
• Roux and Kuperman (JASA, 2004), Roux et al. (JASA 2005), Sabra et al. (JASA, 2005)– Seismic ambient noise (<1HZ)
• Aki (1957), Claerbout (Geophys. J. Int. 1968), Shapiro and Campillo (G.R.L., 2004, Science 2005), Snieder (Phy. Rev. E. 2004), Wapenaar et al. (Geophys. J. Int. 2004), Schuster et al. (Geophys. J. Int. 2004), Sabra et al. (G.R.L., 2005)
– Helioseismology• Duvall et al. (Nature, 1993), Claerbout & Rickett, (The Leading Edge 1999).
-- Human Body Noise: Sabra et al, A. Phys. Lttrs (2007)Applications exist in a wide range of environments and frequency bandwidths because the physics driving this noise cross-correlation process remains similar.
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Coherent signals from noise data
R.L. Weaver & O.I. Lobkis, Phys. Rev. Lett., 2001
t
t
correlation
t0
good estimation of the Green’s function between A
and B
A
B
T0 T1
T1T0
First experimental demonstration in ultrasonics (0.1 – 0.9 MHz)
“By cross-correlating ambient noise recorded at two locations, the Green’s function between these two locations can be reconstructed”. (J. Claerbout 1999, R. Weaver 2001.)
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HOW COME WEAVERCAN USE WHITE NOISE
ANDWE CAN’T?
From array point of view: White noise is non-travelling, independent,unrelated noise hanging around each individual sensor.
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ONE MAN’S WHITE NOISE…
CORRELATED
UNCORRELATED
SENSORNOISE
ARRAY
Weaver et al
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Noise cross-correlation: Free space
1 2 ENDFIRE DIRECTION
*
Noise sources yielding constant time-delay τ, lay on same Hyperbola
τ=0
τ=L/c
τ=cte
≤cL
-L/c +L/c τ0
C12(τ)2→1 1→ 2
*
Isotropic distribution of uncorrelated random noise sources
cτ =
−r2 - rs r1 - rs
∫∞
∞− 2 )+,( = . d),()( 112 ttPtPC ττ rr
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-250 -200 -150 -100 -50 0 50 100 150 200 250C
-dC/dt
C filt
-dC/dt filt
Time (samples)
C, dC/dt, band-limited signal
•With cross-correlation process the phase of the source signal is removed, →Arrival time is given by the center of the pulse (envelope maximum)
•Isotropic noise distribution → Symmetric Correlation function.
Free spaceGreen’s function
Bw=0.1-0.2Hz
Bw=0.1-0.2Hz
-dC/dt ~ G(t)-G(-t)
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Underwater Acoustics(non-free space)
2.4km
Roux & Kuperman (JASA, 2004), Sabra et al. (JASA, 2005), (IEEE. J. Ocean. Eng. 2005)
Noise events propagating through receivers 1 and 2 average-up coherently over the long-time in the cross-correlation function.
Experimental results (70 – 130 Hz)
Coherent wavefronts yield an estimate of the Green’s function between 1 and 2.
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Experimental results (70 – 130 Hz)NPAL experiment
(Worcester et al)
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Experimental results (70 – 130 Hz)
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Time reversal using noise as a probe source (70 – 130 Hz) [2->3]
dept
h (m
)
time (s)time (s) dB
1 2 3 41700 m 700 m 1100 m1850 m
1800 mC(z)
400
500
600
700
800
900
1000
-15 -10 -5 0
pseudo-source depth = 887 mpseudo-source depth = 536 m
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Time reversal using noise as a probe source (70 – 130 Hz) [4->3]
1 2 3 41700 m 700 m 1100 m1850 m
1800 mC(z)
dept
h (m
)
400
500
600
700
800
900
1000
-15 -10 -5 0
time (s)time (s)
pseudo-source depth = 536 m pseudo-source depth = 887 m
dB
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Time reversal using noise as a probe source (70 – 130 Hz) [2&4->3]
1 2 3 41700 m 700 m 1100 m1850 m
1800 mC(z)
dept
h (m
)
time (s)time (s) dB
pseudo-source depth = 536 m pseudo-source depth = 887 m400
500
600
700
800
900
1000
-15 -10 -5 0
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Siderius, Harrison and Porter In JASA
VERY RECENT APPLICATION
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Adaptive beamforming
Sub-bottom survey with Uniboom system Sub-bottom survey using ambient noise and adaptive beamforming
Siderius,Harrisonand Porter
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-60 -40 -20 0 20 40 60
-60
-40
-20
0
20
40
60
Elt #1
Elt #63
Elt #1
Elt #63
origin: 33 16.4528 N, 117 29.7657 W
X coordinate
Y c
oord
inat
e
EW array
NS array
Experimental Set-Up•Adaptive Beach Monitoring experiment (ABM 95) Spring 95. South Calif.•2 bottom arrays were, 3.4km offshore, H= 21m of water•4m very fine sand sediment layer, high attenuation. Sandstone basement
┴ coast
// coast
•64 elements (Dmax=1.875m~λ/2 @ 400Hz)•Bandwidth: [2Hz-750Hz]. Flat response•FS=1500 Hz.•2 weeks continuous recordings of ambient noise
COAST →
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C(z)
21 m
x x x x x x x x x x x x x x x x x x x x x x x x x x x4 m
Motivation
Determine environmental characteristics from cross-correlation of ambient-noise recordings along a horizontal array.
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-0.1 -0.08 -0.06 -0.04 -0.02 0 0.02 0.04 0.06 0.08 0.1-1
-0.5
0
0.5
1
Δ30,45=0
τ+30,45
τ-30,45
time-delay τ (s)
d C
30,4
5(τ)
/ d
τ
2T30,45
Ambient-noise NCF
Time Delay τ (s)
Direct-arrival time (τ>0)Direct-arrival time (τ<0)
No Time-offset for synchronized receivers
Time-derivative of the NCF. NS array, Elt 30-45. Symmetry w.r.t to time origin
11min. L~30m,
Bw=[350Hz-750Hz]
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0 2 0 4 0 6 0 8 0 1 0 0 1 2 0- 1 0
-5
0
5
1 0
R a n g e c o o rd in a t e (m )
Cro
ss-R
ange
coo
rdin
ate
(m)
R e fe re n c eN C F , J D 1 5 1N C F , J D 1 6 0
Array Element Self-Localization
JD 151 c0=1490m/s, RMS Error~0.40mJD 160 c0=1485m/s, RMS Error~0.43m
•Non linear Least Square Inversion (2D+c0) for AEL.•A-priori information: Dmax=1.875m. Minimize array curvature.
Cross-range scale dilated
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Array Element Self-Synchronization
34.7 34.75 34.8 34.85 34.9 34.95 35 35.05-1
-0.5
0
0.5
1
time delay (s)
d C
( τ) /
d τ
Time Delay τ (s)
Direct-arrival time (τ>0)Direct-arrival time (τ<0)
Time-offset Δ=34.88s between the 2 arrays
Time-derivative of the NCF. NS &EW array, Elt 63 →Time-shifted origin
2*Travel times
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C(z)
21 m
4 m
NCF traces (Data)-NCF stacked by separation distance of receivers.
- Colored lines represent simplified isovelocitydescription of propagation paths.
Stephanie Fried
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Compare NCF & Simulation
NCF of data Spectral simulation of Green’s fnc
Stephanie Fried
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High resolution surface wave tomography from ocean microseisms
in Southern California
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Time (h. Pacific Time)
Freq
uenc
y (H
z)
−5 0 5 10 150
0.5
1
1.5
2
−70
−60
−50
−40
−30
−20
−2 −1 0 1 2 3 4 5 6
x 104
−600
−500
−400
−300
−200
−100
0
100
200
300
400
Time (h. Pacific Time)
Z Co
mpo
nent
Vertical Component Station Location
Bw=0.1-0.2Hz ; 5sec<Period<10sec
Threshold
Southern California Seismic Network(150 Stations)
Broadband data. Fs=10Hz.18 Days of continuous data
Ocean microseisms propagate mainly as Rayleigh waves
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Bw=[0.1-0.2Hz], Z-comp. R=150 km
Emergence rate of coherent waveforms
dC/dt 18 Days average
+
sTracestdTraceSNR 150)(/)max( >= τ
ωBTSNR r∝
“Passive Shot Gather”.
Moveout = Average Group
Velocity
= 2.8 km/s
Time (s)
Ran
ge (k
m)
Station Pair (oriented 0o -21o North)i.e. perpendicular to the coastline(directionality of the ocean microseisms)
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Spatial resolution & stationary phase
Stationary
Phase
Lobes
longitude (min)
latit
ude
(min
)
0
12
N
coastline
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2D variations of the Rayleigh wave
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A
BC
D
Surface wave Tomography 7.5s TOMOGRAPHIC map
TOPOGRAPHIC map
Grid 13*16km, uniform a priori velocity: c=2.8km/s. σT=2s, σc=0.15km/s(errors)
A: San Joaquin, B: Ventura, C: L.A., D: Salton Sea, E: Peninsular ranges, F: Sierra Nevada
From 3D model, Kohler (2003)
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1-Cross-Correlations 2-FK transform
3-Extracting Rayleigh modes 4-Inversion from dispersion curves
water at 1 m depth
Small scale geophysics inversion -in your backyard
P. Gouédard, P. Roux and M. Campillo, LGIT, Grenoble, France
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Larose et al. ,Geophys. Res. Lett.,32 (2005)
Cross-correlations of seismic noise on the Moon !
Seismic noise origin: Thermal Cracks
( -170°C / +110 °C)
Applications exist in a wide range of environments and frequency bands because the physics driving this noise
cross-correlation process remains similar.
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Using Structural Noise
Coherent arrivals yield an estimate of the Green’s function between 1 and 2.
Acoustic and vibration waves that propagate through the locations of two receivers coherently average and dominate the cross-correlation function of the receiver pair for long time records.
t
t
correlation
t0
1
T0 T1
T1T0
2
S1(t)
S2(t)
C12(t)
SABRA ET AL (JASA: April 07)
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Test Concept: Structural Health Monitoring of Pipeline Bases on Flow-Induced Vibrations
An oil pipelinecoherent Guided Stress Wave (Green’s function)
sensor #1
Diffuse noise field from random fluid flow excitation
sensor #2
0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9
-0.02
-0.01
0
0.01
0.02
time (ms)
Cross-correlation functionGreens function
965mm-long, empty steel pipe. Outer diameter=48 mm. Thickness=4.5 mm. [10-30kHz]
Fundamental flexural mode of pipe
Reflections from pipe’s free ends
Noise sources =random laser excitations
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U.S. Navy’s William B. Morgan Large Cavitation Channel, Memphis, TN
10,440 kW
motor
5.5 m diaimpeller
0.5 - 18.3 m/s3.5 - 414 kPa(0.5 - 60 psia)
Experimental Set-up: Test Facility
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Test section & Hydrofoil Profile
Flow Speed 18.3m/s. Chord-based Reynolds Number ~ 50 Million
Figures reproduced from: Bourgoyne, et al. JFM, 2003.
Accelerometer #5Accelerometer #8
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Hydrofoil installed in the LCC
(view looking downstream)
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Spectrum of random vibrations generated by the turbulent boundary layer
Accelerometer # 8
Leading Edge
Accelerometer # 5
Trailing Edge
~Uniform Turbulence noise, bandwidth=[500Hz-5kHz].
Sensor Separation, D=1.77m. Each Noise Recording duration=1 min.
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Cross-Correlation Function: Normal Mounting
•Coherent and identical time-signatures emerge from the noise cross-correlation function between the accelerometer pair using three different recordings, Tr=1min. This time signature corresponds to the structural Green’s function between the two accelerometer locations.• Emergence rate of the coherent signature: SNR≡ sqrt (TrΔB)
ZOOM
3 different Runs superimposed Tr=1min of noise
Bandwidth=ΔB=500Hz-5kHz
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Cross-Correlation Function: Deformed Mounting
Bw
4 runs
ZOOM
Bandwidth=500Hz-5kHz
3 different Runs superimposed
Again a consistent temporal signature of the noise cross-correlation function emerges, but it differs from the pre-cavitation test signature.
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Monitoring Structural Changes
Deformed Mounting
Normal Mounting
Variations in the temporal structure of the noise cross-correlation function reveals that structural changes in the hydrofoil and its mounting have occurred because of the short-but-intense cavitation tests (Deformed Mounting was nearly equidistant from the two accelerometers).
BEFORE Cavitation tests
AFTER cavitation tests
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Muscle Noise
QuickTime™ and aTIFF (Uncompressed) decompressor
are needed to see this picture.
Partial History of theFourier Transform
Horse-Spectrometer (1810)
Fourier (1810): published in 1822
.
.
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Passive in-vivo Elastography from skeletal muscle noiseKarim G. Sabra, Stephane Conti,
Philippe Roux, William A. Kuperman
Marine Physical Laboratory, Scripps, UCSD
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εΕ = σε
Biological Tissues : λ = 2,5 GPa, µ = 25 kPa
µµE
++
=λλμ 23
λ et μ Lamé coefficients
≈ 3 µ
Human Body
Fluid (Compressionnal waves)H.F. (1-50 MHz)
ρλ
ρμλ
≈+
= 2c-sound speed slight changes ~ 1500 m.s-1
- Echogeneicity imaging Z = ρ c
Elastic Solid (Compression + Shear waves)B.F. (1-100Hz)
- Shear wave speed is slow ~ 1-5 m.s-1
- centimetric wavelengthsρμ=v
σ
Elastic Properties of Tissues
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MechanoMyoGrams (MMG)
MMG result from vibrations generated by dimensional changes of the active muscle fibers during (fluctuations of ) voluntary contractions (Orizzio 93)
Are shear waves generated naturally ?
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Elastography
Static excitationOphir, Bertrand
Dynamic excitation
Pulsed waveFink
Continuous wave
(poly or mono-chromatic)Sato, Levinson, Parker, Greenleaf,
Sinkus
Shear wave excitation techniques used in active elastography
Shear speed measurement
Electromagnetic waves (RMN)Greenleaf, Sinkus
Ultrasound
IntercorrelationFink, Ophir
DopplerSato, Levinson,
Parker
Shear speed measurement techniques
“Surface mechanomyograms” using skin-mounted accelerometers
Use random-vibrations generated by the human body itself (e.g. muscle twitches)
Motivation
ACTIVE
ACTIVE
PASSIVE
PASSIVE
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Cross-correlation between 1 and 2
Extracting Green’s Function from Diffuse Wavefields
t
Sensor 1 broadcasts. Sensor 2 records.
2
Sensor #2Sensor #1
1Diffuse field recorded at sensors 1 & 2.
21
0 t
ACTIVE PASSIVE
Active transmission
t
Sensor #1
0 t
1→2Green’s Function
1→2Green’s Function Estimate
2→1 - - - )( - - - ) (
∫∞
∞− 2 )+,( = . d),()( 112 ttPtPC ττ rr
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Theoretical & Practical Issues
Limiting Factors:1. Distribution 2. Directionality3. Power spectrum 4. Statistics5. Attenuation6. Coherence length/duration
Tdispersion<Tstatistical<Trecording< Tfluctuation
On short time-scale (< Tfluctuation), the cross-correlation process is stationary
Formal relationship for diffuse fields cross-correlations:C12(ω)=β Imag(G12(ω))= β (G12(ω)- G*12(ω))/2i
due to the noise sources
due to the medium
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•Method: Isometric contractions of the vastus lateralis (knee extensor ) muscle
•Goal: Relate “muscle hardness” (shear modulus) to weight load (produced effort/torque)
skin-mounted accelerometers.
Experimental Set-up
Miniature (1.5 gm), ceramic shear ICP® accel., 100 mV/g,
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Surface Mechanomyograms (MMG)Lifted weight= 10lbs
Spectral shift towards higher frequencies & increase of “rms” value with increasing effort due to:1. Recruitment of faster motor units2. Increase in firing rates of motor units (Shinoara,98)
Load (lbs)15cm
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Emergence of Coherent Shear WavesSensor #1.
Sensor #11.
Weight=10lbs. Bω=[40Hz-55Hz]. 30sec of muscle noise
Propagation direction
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Coherent Shear Wave Profile
•Only use sensors mounted on the middle third of the vastus lateralis muscle
•Pennation angle~5degrees. [Winter, 1990]
Bω=[40Hz-55Hz]
Average profile over all equidistant pairs
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Shear Wave Speed Dispersion
Voigt model
For isotropic elastic (small displacement), locally homogeneous tissue
Voigt model
μ1 : Shear modulus (kPa)
μ2 : Shear viscosity (Pa.s)
μ
η
( ) SiS Δ+=− 212 ωμμρω μ1
μ2
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Viscoelastic parameters vs. load
Voigt model μ1 : Shear modulus (kPa),
μ2 : Shear viscosity (Pa.s),
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Conclusions
•AMBIENT NOISE IS NOT ALWAYS A NUISANCE•SOMETIMES THE NOISE IS THE SIGNAL•COHERENT STRUCTURES CAN BE BUILT UP FROM NOISE CORRELATION
•The time-bandwdith product of the recordings governs the accuracy of the results: SNR≡ sqrt (TrΔB).
NOISE CAN BE
•USED FOR INVERSION•USED FOR NON DESTRUCTIVE TESTING•USED FOR IN SITU MONITORING OF STRUCTURES•USED FOR PASSIVE MONITORING OF HUMAN BODY•CAN BE ADDED FOR DETECTION OF WEAK SIGNAL•