Volume 171, Issue 3 pp. 1308-1313

Split-step complex Padé-Fourier depth migration

Linbin Zhang

Linbin Zhang

Department of Material Science and Engineering, University of California, Berkeley, CA 94720 , USA. E-mail: [email protected]

One Cyclotron Road, Lawrence Berkeley National Laboratory, MS 90-1116, Berkeley, CA 94720, USA

Now at: Total E&P USA Inc., 800 Gessner, Suite 700, Houston, TX 77024, USA.

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James W. Rector III

James W. Rector III

Department of Civil and Environmental Engineering, University of California, Berkeley, CA 94720, USA

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G. Michael Hoversten

G. Michael Hoversten

One Cyclotron Road, Lawrence Berkeley National Laboratory, MS 90-1116, Berkeley, CA 94720, USA

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Sergey Fomel

Sergey Fomel

Bureau of Economic Geology, The University of Texas at Austin, University Station, Box X, Austin, TX 78713-8972, USA

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First published: 10 October 2007

SUMMARY

We present a split-step complex Padé-Fourier migration method based on the one-way wave equation. The downward-continuation operator is split into two downward-continuation operators: one operator is a phase-shift operator and the other operator is a finite-difference operator. A complex treatment of the propagation operator is applied to mitigate inaccuracies and instabilities due to evanescent waves. It produces high-quality images of complex structures with fewer numerical artefacts than those obtained using a real approximation of a square-root operator in the one-way wave equation. Tests on zero-offset data from the SEG/EAGE salt data show that the method improves the image quality at the cost of an additional 10 per cent computational time compared to the conventional Fourier finite-difference method.

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