Structure-independent inversion

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Seismic Data Analysis
Seismic-data-analysis.jpg
Series Investigations in Geophysics
Author Öz Yilmaz
DOI http://dx.doi.org/10.1190/1.9781560801580
ISBN ISBN 978-1-56080-094-1
Store SEG Online Store


In areas with low-relief structures and moderate lateral velocity variations, a structure-independent inversion strategy can be used to circumvent interpretation of time horizons when deriving an initial estimate of the earth model. Compared to a layer-by-layer inversion strategy, it can prove to be robust and less labor-intensive. We shall outline a procedure for structure-independent earth model estimation using a field data example.

Shown in Figure 9.4-35a is a time-migrated CMP-stacked section that exhibits a highly developed deltaic depositional sequence. Note from the stacking velocity field shown in Figure 9.4-35b that the lateral velocity variations are mild to moderate. Because the dips are gentle and the structures have low reliefs, we may substitute the stacking velocity field in Figure 9.4-35b for the rms velocity field that we need for Dix conversion.

  1. Consider a set of fictitious, flat time horizons as displayed in Figure 9.4-36a, and extract the rms velocity profiles along these horizons from the rms velocity section (Figure 9.4-36b).
  2. Perform Dix conversion to generate interval velocity profiles from the rms velocity profiles (Figure 9.4-37a). Note that for deeper horizons, lateral velocity variations in the layers above have caused oscillations in the interval velocity profiles.
  3. Apply lateral smoothing to remove these oscillations and use the edited interval velocity profiles to convert the flat time horizons (Figure 9.4-36a) to depth horizons.
  4. Combine the interval velocity profiles (Figure 9.4-37a) with the depth horizons to build an initial interval velocity field as shown in Figure 9.4-37b. Note that lateral velocity variations have caused the flat time horizons (Figure 9.4-36a) to transform to nonflat depth horizons.
  5. Perform poststack depth migration (Figure 9.4-38a) using the initial interval velocity field (Figure 9.4-37b) and overlay the depth horizons derived in step (c) onto the depth section. Note that the depth horizons do not conform to the geometry of the reflectors inferred by depth migration; thus, the term structure-independent model estimation.
  6. Discard the structure-independent depth horizons and replace them with the depth horizons interpreted from the depth-migrated section (Figure 9.4-38b).
  7. Overlay the depth horizons from step (f) onto the interval velocity section from step (d) (Figure 9.4-39a).
  8. Extract the interval velocity profiles along the depth horizons from the interval velocity section (Figure 9.4-39b).
  9. Eliminate the oscillations from these profiles and combine them with the depth horizons from step (f) to build a structurally consistent earth model in depth (Figure 9.4-40a).
  10. Perform prestack depth migration and obtain the image section shown in Figure 9.4-40b from the image gathers as in Figure 9.4-41.

Events on image gathers, except for the multiples, are mostly flat. This means that the estimated earth model in depth (Figure 9.4-40a) is fairly accurate. In practice, to attain consistency of the estimated model with the input data, depth migration may have to be iterated a few times (2-D poststack depth migration). This then is followed by model updating with reflection tomography, which is discussed in the next section.

See also

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Structure-independent inversion
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