Passive Seismic Imaging

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Presentation transcript:

Passive Seismic Imaging Brad Artman and Jeff Shragge, Stanford University brad@sep.stanford.edu jeff@sep.stanford.edu CASC93 Highlights ~40 broadband 3-component receivers 5-10 km receiver spacing 31 usable events Signal frequency content between .002 and .325 Hz Preprocessing Source-signature deconvolution Rotation from field coordinates to wave vector components Velocity Models Based on 1-D receiver functions [Li, 1996] Iterative topological fit to structure Models scaled to the apparent inline velocity Source Wavefield Line source developed from event ray parameter estimates Imaging Passive Seismic Data 3. Application to the shallow subsurface Application to CASC93 hollow pipe water table? 1a. Noise to data via cross-correlation 1b. Wave-equation migration -100 100 200 300 400 120 Depth [km] 40 80 6.8 8.0 3.6 4.8 P Velocity [km/s] S Velocity [km/s] ambient energy and recording geometry r1 r2 r1*r1 r1*r2 raw data equivalent shot-gather after correlations t lag Wave-equation migration of reflection seismic data to produce images of the subsurface entails four basic operations: Summation of all shots Wave-field extrapolation (phase shift operator) Cross-correlation of source (U) with data (D) Zero lag extraction by S R(x,z,w) Thankfully, all these operators commute which allows the correlation in migration to satisfy the correlation required to produce the reflection response of the subsurface from the transmission records. This is the case if the transmission records are used as both the source and receiver wave-fields. Standard Migration This shows the commutability of the correlation and extrapolation operators (and coincidentally the equivalence of shot-profile and source-receiver migration) due to the seperability of the exponential operator. Extracting the zero time of the wavefield R at any depth level gives the image at that depth. Passive Migration The reciprocity theory tells us that another factorization of R, besides UD is the cross-correlation of T, or: Direct migration of passive data uses the transmission wave-field, T, for both upgoing, U, and downgoing, D, wave-fields in the same structure. R = U D R = R e R = U D e = U e (D e ) 1 * +i Kz Dz +i Kz(U) Dz + i Kz(D) Dz +i Kz(U) Dz -i Kz(D) Dz w R = U D =T T 40 80 160 200 240 120 Forward Scattered P-S Depth [km] Backward Scattered P-P Every trace records both the incident source wave-field, and the energy returning from subsurface reflectors. Therefore, the correlation of every trace with every other builds hyperbolas from subsurface reflectors as well as removes the unknown time offset and phase characteristics of the probing energy. Shot-gather from cross-correlation passive transmission data equivalent reflection data Correlating every trace with every other squares the number of traces from the experiment. However, only the correlation lags corresponding to the depth of the deepest reflector of interest need be kept. This decimates the time axis by several orders of magnitude. 72 channel acquisition on the beach of Monterey, CA. Too few channels in any direction leads to an inability to find hyperbolas. Migration with in-filled zero-traces provides an interpolation that aids interpretation. Shallow depths suffer however as zero-traces acquire energy. Deconvolution prior to migration as well as simple band-pass versions of data were used from several different times of the day. I use the word passive with a more rigorous definition than is the norm within the community of seismologists. The cross-correlation process allows us to manipulate transmission records into equivalent shot-gathers without any knowledge of source energy. Further, when large array acquisition strategies are employed, imaging the subsurface with complicated 3D velocity models is mandatory, and easily implemented with this framework. Migrating raw data without imposing (incorrect) assumptions during pre-processing steps such as deconvolution or rotation can provide more accurate images as human intervention is limited. Further, multiple scales of resolution can be realized as local seismicity extends the bandwidth of the total source energy envelope. The extension of this technique to the teleseismic context has also expanded its possibilities. Imaging forward-scattered mode conversions is not included within the traditional scope of passive seismic imaging. The same ideas of allowing the wave-equation to propagate energy into the subsurface without pre-processing holds. Lastly, the computational cost of performing the migration on the raw data rather than first computing the cross-correlation of all the traces with each other is less. 5. The Truly Passive Teleseismic Experiment 40 80 160 200 240 120 Backward Scattered P-S Depth [km] Backward Scattered S-S Synthetic passive data is generated by propagating many plane waves or impulses up through an elastic model from below the reflectors. These clean transmission panels are then convolved with long random noise sequences. Many panels thus generated are then summed. The quality of the resulting image is a function of how well the group of sources represents all possible azimuths and ray parameters. A passive data set can be imaged directly, or expanded into shot-gathers and migrated. Migration correctly images energy in the data and allows for the introduction of 3D velocity models to map subsurface structure. Images from two synthetic passive data sets are shown at the left. While migration after generating shot-gathers yields an equivalent result, it takes at least 10 times more computer time to generate due to the extra very long Fourier transforms. However, if the location is subject to difficulties such as inter-bed multiples, inappropriate energy can mask the true reflectors just like conventional reflection. Imaging synthetic data x x 0 3500 7000 0 3500 7000 The case presented here explains the use of a modified shot-profile migration algorithm to image the subsurface with ambient subsurface seismic energy. However, as demonstrated next door (poster S11E-0335, Migration of teleseismic data) , the use of wave-equation migration algorithms can and should be used to migrate specific, localized (in time) events to provide excellent focusing of lithospheric structure. 100 200 300 400 hidden primary 100 200 300 400 500 600 6. The Minimally Passive Teleseismic Experiment multiple ACKNOWLEDGEMENTS: Deyan Dragonov of Delft Univ., Biondo Biondi, NSF-EAR Geophysics & ACS-PRF to Simon Klemperer and the sponsors of the Stanford Exploration Project