• Keine Ergebnisse gefunden

Status of the surface wave analysis for WALPASS dataset

N/A
N/A
Protected

Academic year: 2022

Aktie "Status of the surface wave analysis for WALPASS dataset"

Copied!
1
0
0

Wird geladen.... (Jetzt Volltext ansehen)

Volltext

(1)

Status of the surface wave analysis for WALPASS dataset

1

Alfred-Wegener-Institut Helmholtz-Zentrum für Polar- und Meeresforschung (AWI)

2

Helmholtz-Zentrum Potsdam Deutsches GeoForschungsZentrum (GFZ)

Shantanu Pandey

1

,Wolfram Geissler

1

, Xiaohui Yuan

2

, Benjamin Heit

2

, Wilfried Jokat

1

, Michael Weber

2

Introduction:

The Walvis Ridge is the connecting link between the Tristan da Cunha hotspot and the Etendeka continental flood basalt province. This is an ideal location to get a better understanding for the plume-lithosphere interaction and the breakup of the continents. It is imperative to have a clear image of this region to put forward any kind of geodynamical model in the midst of the controversial topics like plume theory and various deep-Earth processes. Within the frame of the WALPASS project twelve broadband ocean-bottom seismometer (BBOBS) had been deployed off the north-west coast of Namibia. as well as 28 land stations in northwestern Namibia. The seismological net covers an area of approximately 400 x 800 km. Data from eleven months (BBOBS) and up to two years (land stations) are available.

We are presenting some preliminary work done on the BBOBS data set. Due to problems with internal power of the instruments, the internal clock drift could be measured at only two stations. We test ambient noise correlation to estimate the clock drift for the remaining 10 seafloor instruments. First results of surface wave inversion for land station are also presented.

10˚ 12˚ 14˚ 16˚ 18˚

−24˚

−22˚

−20˚

−18˚

−16˚

WPO01 WPO02 WPO03 WPO04 WPO05

WPO06

WPO07 WPO08

WPO09

WPO10 WPO11

WPO12

Angola

Namibia

Walvis Ridge

Time Drift Analysis :

Seismic network on land are connected with the external clock via GPS or radio signal. This is for time-to-time syncronization of the internal clock. In the case of OBS deployment the GPS is not an option, so the syncronization is done before deployment and after retrival. In our case the second syncronization failed due to technical problem. The difference in time during this process is commenly known as skew time. Sens-Schönfelder (2008) demonstrated the clock-drift for the land stations using ambient noise cross-correlation.

For cross-correlation we used 24-hour data spilt into 1500s of window length which overlaps 50%.

Amplitude normalization used here are defined in Bensen et al. (2007). Afterwards the cross-correlation we stacked the consecutive 20 days trace with the difference of 5 days (1-20, 6-25 and so on). In order to determine the clock drift we have cross-correlated the first trace of the correlated result with all the remaining traces (after the stacking and filtering).

References:

Bensen, G. D., et al., (2007) Processing seismic ambient noise data to obtain reliable broad-band surface wave dispersion measurements, Geophysical Journal International, 169, 1239-1260.

Sens-Schönfelder, C. (2008) Synchronizing seismic networks with ambient noise, Geophysical Journal International, 174, 966-970.

Figure 1: Map showing the station distribution where the OBS stations are shown in orange and land stations in black.

Station Drift over period

(sec.) Drift per day (sec.)

WPO01 -0.02122627 -0.00006432

WPO03 -0.011057 -0.00003351

WPO04 -0.12062435 -0.00036553 WPO 05 -0.03811104 -0.00011549 WPO06 -0.08170663 -0.0002476 WPO07 -0.0887494 -0.00026894 WPO08 0.02251376 0.00006822 WPO09 0.07165287 0.00021713 WPO10 -0.1017886 -0.00030845 WPO 11 -0.11509547 -0.00034877

WPO12 0.0895996 0.00027151

Surface Wave Analysis :

The techniques used in the present work for constructing 3D Sv velocity model are spread in two distinct steps. In the first stage we have used automated nonlinear waveform inversion technique in terms of secondary observables for modeling each multi-mode Rayleigh waveform to determine the path-average mantle Sv-wave speed structure (Cara and Lévêque, 1987). Secondary observables which are built from the seismogram using cross-correlation technique help reducing nonlinearity on the model parameters. In second stage we combine all one-dimensional path averaged velocity models in a tomographic inversion to retrieve the three-dimensional SV wave speed structure.

Lateral smoothing is controlled by Gaussian a priori covariance function : scale length (Lcorr = 100Km)

standard deviation (σ = 0.01 Km/sec)

−180˚ −150˚ −120˚ −90˚ −60˚ −30˚ 30˚ 60˚ 90˚ 120˚ 150˚ 180˚

−90˚

−60˚

−30˚

30˚

60˚

90˚

−180˚ −150˚ −120˚ −90˚ −60˚ −30˚ 30˚ 60˚ 90˚ 120˚ 150˚ 180˚

−90˚

−60˚

−30˚

30˚

60˚

90˚

−180˚ −120˚ −60˚ 60˚ 120˚ 180˚

−90˚

−60˚

−30˚

30˚

60˚

90˚

10˚ 11˚ 12˚ 13˚ 14˚ 15˚ 16˚ 17˚ 18˚

−25˚

−24˚

−23˚

−22˚

−21˚

−20˚

−19˚

−18˚

−17˚

−16˚

−15˚

10˚ 11˚ 12˚ 13˚ 14˚ 15˚ 16˚ 17˚ 18˚

−25˚

−24˚

−23˚

−22˚

−21˚

−20˚

−19˚

−18˚

−17˚

−16˚

−15˚

10˚ 11˚ 12˚ 13˚ 14˚ 15˚ 16˚ 17˚ 18˚

−25˚

−24˚

−23˚

−22˚

−21˚

−20˚

−19˚

−18˚

−17˚

−16˚

−15˚

10˚ 11˚ 12˚ 13˚ 14˚ 15˚ 16˚ 17˚ 18˚

−25˚

−24˚

−23˚

−22˚

−21˚

−20˚

−19˚

−18˚

−17˚

−16˚

−15˚

75 km (Vsref = 4.422 km/s)

−5 0 5

δVs (%)

10˚ 11˚ 12˚ 13˚ 14˚ 15˚ 16˚ 17˚ 18˚

−25˚

−24˚

−23˚

−22˚

−21˚

−20˚

−19˚

−18˚

−17˚

−16˚

−15˚

100 km (Vsref = 4.413 km/s)

−5 0 5

δVs (%)

10˚ 11˚ 12˚ 13˚ 14˚ 15˚ 16˚ 17˚ 18˚

−25˚

−24˚

−23˚

−22˚

−21˚

−20˚

−19˚

−18˚

−17˚

−16˚

−15˚

125 km (Vsref = 4.395 km/s)

−5 0 5

δVs (%)

10˚ 11˚ 12˚ 13˚ 14˚ 15˚ 16˚ 17˚ 18˚

−25˚

−24˚

−23˚

−22˚

−21˚

−20˚

−19˚

−18˚

−17˚

−16˚

−15˚

150 km (Vsref = 4.376 km/s)

−5 0 5

δVs (%)

10˚ 11˚ 12˚ 13˚ 14˚ 15˚ 16˚ 17˚ 18˚

−25˚

−24˚

−23˚

−22˚

−21˚

−20˚

−19˚

−18˚

−17˚

−16˚

−15˚

175 km (Vsref = 4.376 km/s)

−5 0 5

δVs (%)

10˚ 11˚ 12˚ 13˚ 14˚ 15˚ 16˚ 17˚ 18˚

−25˚

−24˚

−23˚

−22˚

−21˚

−20˚

−19˚

−18˚

−17˚

−16˚

−15˚

A

A"

B

B"

C C"

D D"

50 km (Vsref = 4.419 km/s)

−5 0 5

δVs (%)

100 200 300 400

Depth (km)

−5 0 5

Elev(km)

A A"

100 200 300 400

Depth (km)

0 500

100 200 300 400

Depth (km)

−5 0 5

Elev(km)

B B"

100 200 300 400

Depth (km)

0 500 1000

−5 0 5

δVs (%)

3.0 3.5 4.0 4.5 5.0

Vs (km/s)

100 200 300 400

Depth (km)

−5 0 5

Elev(km)

C C"

100 200 300 400

Depth (km)

0 500

100 200 300 400

Depth (km)

−5 0 5

Elev(km)

D D"

100 200 300 400

Depth (km)

0 500

−5 0 5

δVs (%)

3.0 3.5 4.0 4.5 5.0

Vs (km/s)

Preliminary result :

* South of Walvis ridge shows high velocity (oceanic lithosphere 50-75km) feature along the shore line

* From North to Damara belt marks the boundary of continental lithosphere (below 75km).

* LAB are shown with dotted lines in the profile.

References:

Cara, M., and Lévêque (1987), Waveform inversion using secondary´veobservables, Geophy. Res. Lett., 14, 1046–1049.

Debayle, E. (1999), Sv-wave azimuthal anisotropy in the Australian uppermantle: Preliminary results from automated Rayleigh waveform inver-sion, Geophys. J. Int., 137, 747–754.

Figure 2: a) Cartoon showing the measured skew value at the time of recovery and its meaning. b) Cross-correlation result of

24-hour long data set. c) CrosStacked section Table 1: The table show the estimation of the clock drift. In

conclusion the time drift over the whole period of station work- ing ranges from -0.1s to 0.08s. These values were after applying the correction of the known skew values of WPO05 and WPO11.

Map of data coverage

Profile Section: Perturbation & Absolute velocity Depth Section

a)

b)

c)

Referenzen

ÄHNLICHE DOKUMENTE

We complement the dataset with accurate expert-annotated ground- truth, an evaluation protocol and provide baseline results for two state-of-the-art segmentation methods..

Furthermore, it was demonstrated that the measured blood flow profile is a ff ected by the position of the patient (sitting, standing) and deviations also occur in the waveform

For example, the warm shear (WSR) and the cold dense regime (CDR) do not differ much in the MTI flowing signature, both are homogeneous and can have similar velocities, but the

Assuming that the depth of the strongest water accumulation corresponds to the avalanche fracture depth, the avalanche dynamics model RAMMS-Extended was run using simulated

(a) a wide range of erosion values up to 12.3 mm/2a (99th percentile) were measured on the platform surface, with the highest rates found on the upstream facing sides of broad

In order to examine the effect of residual strain on the ultrasonic surface waves propagation we present for both modes (Rayleigh and Love) the relative ve- locity change ∆ v=v as

[2013] that show how the global behavior of passive Earth pressure is dominated by the characteristics of the bottom layer of the soil (soil type, soil compaction, water content,

Recently, a further reader concept for resonant SAW sensors was proposed: it is based on time domain sampling with an (analog) instantaneous frequency measurement of the