Geoacoustic tomography and high-resolution acoustic ...

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Altan Turgut Naval Research Laboratory Acoustics Division, Washington DC 20375 ONR SEDIMENT CHARACTERIZATION WORKSHOP January 10-11, 2012 Mandex, Arlington, VA Geoacoustic tomography and high-resolution acoustic measurements during the ONR Sediment Characterization Experiment

Transcript of Geoacoustic tomography and high-resolution acoustic ...

Page 1: Geoacoustic tomography and high-resolution acoustic ...

Altan Turgut Naval Research Laboratory

Acoustics Division, Washington DC 20375

ONR SEDIMENT CHARACTERIZATION WORKSHOP

January 10-11, 2012 Mandex, Arlington, VA

Geoacoustic tomography and high-resolution acoustic measurements during the

ONR Sediment Characterization Experiment

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Outline: Geoacoustic tomography (NRL base proposal):

•Scientific Goal: Effects of range/bearing-dependent seafloor on signal excess (SE)

•Experimental Goal: Rapid characterization of seabed within 20 km x 20 km area

•Measurements: Broadband TL (direct-blast) and RL measurements with distributed sources and receivers

High-resolution acoustic measurements (collaboration with C. Holland):

•Scientific Goal: Frequency dependency of sound speed and attenuation in marine sediments with arbitrary pore-size distribution

•Experimental Goal: Relating measured frequency-dependency of sound-speed and attenuation to pore-size distributions obtained from sediment cores

•Measurements: Simultaneous measurements using acoustic probes and chirp sonar. Geotechnical measurements of sediment cores.

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l2- norm penalty:

l1- norm penalty:

2 2

mm arg min || Am-d || || m ||µ= +

-1(m=W w)21m

w arg min || Aw-d || 2 || w || ,µ= +

w=Wm wavelet coefficients of m

2

mm arg min || Am-d ||=

Underdetermined minimization problem:

(may diverge)

(Tikhonov regularization)

(Sparse model in wavelet basis, a few non-zero coefficient)

W: wavelet decomposition matrix, W-1 : wavelet synthesis operator

Noise-free model reconstruction (noise may not be sparse)

Example: Bottom-Loss-Gradient Tomography:

A: measurement matrix, m: model, d: data

10 1 R

efl.

Loss

Gra

d (d

B/ra

d)

10 1 R

efl.

Loss

Gra

d (d

B/ra

d)

R1

R6

S1

R2 S4

S3

S2 R4

R3

R5

log10[ ( )] log10( )N

ii

cp e rrHττ τ α= − ∆∑

Geoacoustic Tomography:

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Palamara et al., in prep, (from J. Goff)

Mid Atlantic Bight (Grain size distribution)

Mud patch

Central Texas Shelf (Sediment type)

Shideler, 1978, (from J. Goff)

Range/Bearing-dependence of seafloor:

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Monostatic Multistatic

S1

S2 S3 S4 R1

R2

R3

R5

R4

R6

• 4-channel source array • 72 channel receiver array • Modular design for multiple configurations

SL vs. Frequency

S1

S2

S3

S4

R1 R2

ER

R6 R5

R3

R4

x (km) 0 50

y (k

m)

0

50

WIdeband DEployable Multistatic Active Sonar System (WIDE-MASS)

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CORE-4N ks = 1.5x10-9 m2

β = 0.407

CORE-4K ks = 2x10-11 m2

β = 0.341

CORE-43B ks = 6x10-11 m2

β = 0.537

σ = 1.5

σ = 2.5

σ = 2.0

Sediment pore-size distribution (New Jersey Shelf core samples)

++

−+

++

=−

2/32/5

2/42

2/32/5

22

222

ee34

21

21

1e34

8ee

34

21

21

)(~pp

ppp

i

ii

κκ

κ

)2ln( σ=p2e0

prr −=

Viscosity correction factor:

∫∞

=0

2 )(8

drrerksβPermeability model:

Median pore radius:

Log-normal (φ-normal,) pore-size distribution; )log( 2 r−=φ

(BIOT MODEL)

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Phase velocities and attenuation coefficients (Biot model)

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Frequency-Dependency of Attenuation and Sound-Speed Dispersion

σ=0.0 σ=.75 σ=1.5

a~kf 1.0

a~kf 0.6

a~kf 1.8

a~kf 1.6

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NRL Deep-Sea GeoProbe System

GeoProbe Measurements

Pre

ssur

e

Water

Sediment

σ = 0

σ = 1

σ = 0 σ = 1

BLUE10 Gulf of Mexico experiment

Latest additions: 1) Linear actuator for source probe 2) Vector sensors

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EARS Buoys (6) • 4-element hydrophone array • 10-day deployment @ 50 kHz sampling • Deep-water capability (3000 m)

Additional NRL Experimental Assets (1):

XF-4s (2)

SCRIPPS VLAs (2) • 16-element hydrophone array • 3-day deployment @ 20 kHz sampling

Temp. pods

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NRL Chirp Sonar

+ Site-1 Site-2

+ Site-1 Site-2

NRL GeoProbe

0.4 0.2

Ref

lect

ion

Coe

ffici

ent

2) Chirp Sonar and GeoProbe

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D B R

Direct Bottom R-reflector (x3) Noise

0.11 dB/m/kHz

S B R iτ

SD= 40 m log(E) SD=60 m log(E)

Peak Frequency Source Level

1. Accurate positioning 2. Accurate trigger time and depth 3. Simultaneous CTD

3) Automated light-bulb implosion system

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10-transducer VLA cut for ~3 kHz

• Frequency: 1.5-9.5 kHz • Towable at up to 4 kts • Depths 20-200 m • 2 NAS suites (depth, tilt, etc.) • ’Quasi-omni’ azimuthally • Typically 10-% duty cycle • Elements individually controllable • 440-V power

At ≤ 3.5 kHz, can operate at full power

Max f (kHz) SL(dB) 1.5 196 2.0 201 2.5 204 3.0 208 3.5 215 3.8-5.5 216 5.5-9.0 213 9.5 210

4) Mid-Frequency Source Array (Gauss)

WIDE-MASS

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Line Array Receiver

- 32 elements (w/ desen phone) (cut for 5 kHz: 0.1524-m spacing) - HLA or VLA mode - NAS sensors - Hand deployed - No VIMs, so ‘sea-state sensitive’ - Max depths ~150 m or so - 30-kHz typical sample rate

5) Mid-Frequency Receiver (Gauss)

Typical separation: < 35 m

~3 kts

NOT TO SCALE

Typical NRL S/R Tow Configuration