GABBA_gaherty

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An array analysis of seismic surface waves

James Gaherty and Ge Jin

LDEO Columbia University

Thoughts and Overview

• Surface-waves from earthquake sources provide powerful tool for probing upper mantle structure beneath arrays

– Good depth resolution

– Constrain both absolute and relative velocity

– Sensitive to anisotropy and attenuation

• Energetic and coherent wavefield amenable to array analysis

– Longest wavelength: outer aperture of array

– Shortest wavelength: ~ interstation spacing

• Challenges associated with:

– dispersive character

– propagation complexity (wavefield heterogeneity)

• Examples:

– USArray Transportable Array

– Small regional PASSCAL arrays

Problem: Near-receiver imaging using surface waves

• Traditional approach measures travel time or velocities from source to receiver

• Mostly sensitive to sourcereceiver path

• Desired information contained in interstation variability

• Nearby waveforms very similar

• Exploit using multichannel crosscorrelation

Problem: Near-receiver imaging using surface waves

Approach

1. Automatic GSDF Method

– Multi-channel cross correlation to extract frequencydependent relative phase and amplitude variations

2. Phase gradiometry

– Invert phase variations for 2D variations in dynamic phase velocity -- Eikonal tomography

3. Amplitude Correction

– Utilize amplitude variations to correct estimate true structural phase velocity from dynamic phase velocity – Helmholtz tomography

Automatic GSDF Method

Real Waveform

Cross

Correlation

Narrow-Band

Filter

Real Waveform

From nearby

Stations

• Similarity – reduce measurement uncertainty

• Minimal cycle skipping

• Multichannel – measurement redundancy

Phase Delay

Difference

Wavelet

Fitting

Amplitude

Group Delay

Difference

Processing Example: Original Waveforms

Processing Example: Cross-Correlation Waveforms

2

1

0

−1

−2

−3

−4

−5

−600

3

4

Processing Example: Wavelet Fitting

5 x 10

−7 Cross Correlation Waveform

Real Data

Fitting Wavelet

−400 −200 0

Time Lag /s

200 400 600

Redundant Time Difference

Measurement

Phase Velocity Inversion

Phase difference

Between Stations

Eikonal

Tomography

Apparent Phase

Velocity

Averaged Phase

Velocity

Event

Stacking

Amplitude

Correction

Structure Phase

Velocity

Event

Stacking

Averaged

Apparent Phase

Velocity

Phase Gradiometry

Apparent Phase Velocity Travel Time Surface

Eikonal Tomography

Lin et al.,2009

Eikonal Tomography

From Phase Difference to Phase Velocity

Observations:

Modeled as:

Invert for slowness variations

S(x,y) with a penalty function

Event: 200806171742

Period: 60s

Eikonal Tomography

2

Focusing Effect

Propagation Direction Anomaly Amplitude

Amplitude Correction of Phase Velocity

Real Corrected

Surface waves over 3-d structures 3

Uncorrected

Figure 3.

Left: the largest horizontal cross-section of the plume at a depth of about 200 km. Center: the quasi-structural phase velocity (as defined by eq. 3) at 10 mHz; the wavelength is approximately 400 km. Right: the dynamic phase velocity (eq. 1) at 10 mHz. The wavefield propagates downward. Coordinate axes are labelled in km; the

Friederich et al. 2000 greyscale indicates the relative anomaly.

Figure 4.

Horizontal sections of the reconstructed plume at depths of 100 km (left), 200 km (center), and 400 km (right). The wavefield propagates from top to bottom. The center of the plume is marked by a dot. The upper panels are based on the quasi-structural velocity and the lower ones on the dynamic velocity. Coordinate axes are labelled in km; the greyscale is in percent.

cal dynamic and quasi-structural phase velocities at different frequencies

(Hunzinger, 1999). In a second step, we invert each set of maps into a three-dimensional image of the anomaly in the mantle. The inversion is in principle done locally but in order to impose smoothness conditions, the phase-velocity maps are expanded into two-dimensional Hermite-Gauss polynomials, and the frequency-dependent coefficients of the expansion are inverted into depth-dependent ones (Friederich et al., 1994; Friederich &

Wielandt, 1995; Friederich, 1998). Horizontal sections of the anomaly are then reconstructed from the inverted coefficients.

4 RESULTS

Figure 3 compares maps of the quasi-structural and dynamic phase velocities at 10 mHz (center and right) with the size and position of the plume

(left). The wavefield propagates from top to bottom. The structural velocity images the plume (whose maximum diameter is about 1.5 wavelengths) very well. The dynamic velocity gives a more diffuse image and exhibits spurious anomalies resulting from diffraction in the wake of the structure.

It is remarkable that the image of the anomaly in the structural map appears exactly in the correct place. Since the scattered wavefield is dominated by forward scattering, we had originally suspected that the image might be displaced downstream.

Single Event 1

Single Event 2

Multi-Event Average

http://www.LDEO.columbia.edu/~ge.jin

Small PASSCAL Array

Rayleigh

32 Seconds

Small PASSCAL Array

Rayleigh

50 Seconds

Thoughts on Array Design for Upper Mantle Imaging

• Surface waves provide critical constraints on uppermantle structure

• Period range of interest 20-200 s – wavelengths of

80-800 km – maybe don’t need all of this, but the bigger the better

• Even spatial coverage in 2D for wavefield analysis

• Interstation spacing likely less critical than other

(body-wave) needs? Oversampling is good however.

• Broadband is important!

• Common instruments (or at least well calibrated) – need accurate instrument response for crosscorrelation and amplitude analyses

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