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Wave-Equation Migration Velocity Analysis Paul Sava and Biondo Biondi * Stanford Exploration Project Stanford University EAGE 2004 Workshop on Velocity biondo@stanford.edu Deep-water subsalt imaging 2 1) Potentials of wavefield-continuation


  1. Wave-Equation Migration Velocity Analysis Paul Sava and Biondo Biondi * Stanford Exploration Project Stanford University EAGE 2004 Workshop on Velocity biondo@stanford.edu

  2. Deep-water subsalt imaging 2 1) Potentials of wavefield-continuation methods can be fulfilled only if we use MVA methods based on:  Wavefield-continuation migration • Salt-boundary picking • Below salt Common Image Gathers (CIG)  Wavefield-continuation velocity updating 2) We may need to go beyond downward-continuation migration methods and … be able to perform MVA biondo@stanford.edu

  3. Deep-water subsalt imaging - Velocity problem? 3 1) Potentials of wavefield-continuation methods can be fulfilled only if we use MVA methods based on:  Wavefield-continuation migration • Salt-boundary picking • Below salt Common Image Gathers (CIG)  Wavefield-continuation velocity updating 2) We may need to go beyond downward-continuation migration methods and … be able to perform MVA biondo@stanford.edu

  4. Deep-water subsalt imaging - I ll umination? 4 1) Potentials of wavefield-continuation methods can be fulfilled only if we use MVA methods based on:  Wavefield-continuation migration • Salt-boundary picking • Below salt Common Image Gathers (CIG)  Wavefield-continuation velocity updating 2) We may need to go beyond downward-continuation migration methods and … be able to perform MVA biondo@stanford.edu

  5. “Simple” wavepath with f=1  26 Hz 5 biondo@stanford.edu

  6. “Complex” wavepath with f=1  26 Hz 6 biondo@stanford.edu

  7. “Messy” wavepath with f=1  26 Hz 7 biondo@stanford.edu

  8. “Messy” wavepath with f=1  3 Hz 8 biondo@stanford.edu

  9. “Messy” wavepath with f=1  5 Hz 9 biondo@stanford.edu

  10. “Messy” wavepath with f=1  12 Hz 10 biondo@stanford.edu

  11. “Messy” wavepath with f=1  16 Hz 11 biondo@stanford.edu

  12. “Messy” wavepath with f=1  26 Hz 12 biondo@stanford.edu

  13. Wavepaths in 3-D 13 biondo@stanford.edu

  14. Wavepaths in 3-D – Banana or doughnuts? 14 biondo@stanford.edu

  15. Velocity Analysis and wavefield methods 15 Brief history of velocity estimation with wavefield methods • Full waveform inversion (Tarantola, 1984, Pratt, today) • Diffraction tomography (Devaney and Oristaglio, 1984) • Wave-equation tomography (Woodward, 1990; Luo and Schuster 1991) • Differential Semblance Optimization (Symes and Carazzone, 1991) Challenges of velocity estimation with wavefield methods • Limitations of the first-order Born linearization (“Born limitations”) • Problems with large (in extent and value) velocity errors • Dependent on accurate amplitudes both in the data and in the modeling • Computational and storage requirements of explicit use of wavepaths biondo@stanford.edu

  16. Velocity information in ADCIGs - Correct velocity 16 Sources Receivers γ 1 γ 1 γ 2 γ 3 γ 2 γ 3 α V mig = V true Depth biondo@stanford.edu

  17. Velocity information in ADCIGs - Low velocity 17 Sources Receivers Δ l 2 Δ l 1 Δ l 3 Δ l 1 < Δ l 2 < Δ l 3 V mig < V true γ 1 γ 1 γ 2 γ 3 γ 2 γ 3 α V mig < V true Depth biondo@stanford.edu

  18. Ray-tomography Migration Velocity Analysis 18 1) Measure errors in ADCIGs by measuring curvature ( ρ ) 2) Convert measured ρ into Δ z 3) Invert Δ z into Δ s by solving: ( ) min W Ä z − L ray s Δ Ä s 2 where L ray is given by raytracing biondo@stanford.edu

  19. Wave-Equation Migration Velocity Analysis 19 1) Measure errors in ADCIGs by measuring curvature ( ρ ) 2) Convert measured ρ into Δ I 3) Invert Δ I into Δ s by solving: ( ) min W Ä I − L wave s Δ Ä s 2 where L wave is given by first-order Born linearization of wavefield continuation biondo@stanford.edu

  20. Wave-Equation Migration Velocity Analysis 20 Sava and Biondi 1) (2004) Measure errors in ADCIGs Important! by measuring curvature ( ρ ) 2) Convert measured ρ into Δ I 3) Invert Δ I into Δ s by solving: ( ) min W Ä I − L wave s Δ Ä s 2 where L wave is given by first-order Born linearization of wavefield continuation biondo@stanford.edu

  21. Ray tomography MVA  Wave-Equation MVA 21 L ray L wave biondo@stanford.edu

  22. Ray tomography MVA  Wave-Equation MVA 22 L ray L wave biondo@stanford.edu

  23. Ray tomography MVA  Wave-Equation MVA 23 Δ z Δ I L ray L wave biondo@stanford.edu

  24. Deep-water subsalt data 24 1) Potentials of wavefield-continuation methods can be fulfilled only if we use MVA methods based on:  Wavefield-continuation migration • Salt-boundary picking • Below salt Common Image Gathers (CIG)  Wavefield-continuation velocity updating 2) We may need to go beyond downward-continuation migration methods and … be able to perform MVA biondo@stanford.edu

  25. Deep-water subsalt data - Initial velocity 25 biondo@stanford.edu

  26. Deep-water subsalt data - Initial velocity 26 biondo@stanford.edu

  27. Deep-water subsalt data – WEMVA step 1) 27 1) Measure errors in ADCIGs by measuring curvature ( ρ ) 2) Convert measured ρ into Δ I 3) Invert Δ I into Δ s by solving: ( ) min W Ä I − L wave s Δ Ä s 2 biondo@stanford.edu

  28. Deep-water subsalt data – WEMVA step 1) 28 1) Measure errors in ADCIGs by measuring curvature ( ρ ) 2) Convert measured ρ into Δ I 3) Invert Δ I into Δ s by solving: Δρ = ρ− 1 ( ) min W Ä I − L wave s Δ Ä s 2 biondo@stanford.edu

  29. Deep-water subsalt data – WEMVA step 2) 29 1) Measure errors in ADCIGs by measuring curvature ( ρ ) 2) Convert measured ρ into Δ I 3) Invert Δ I into Δ s by solving: Δ I ( ) min W Ä I − L wave s Δ Ä s 2 biondo@stanford.edu

  30. Deep-water subsalt data – WEMVA step 2) 30 1) Measure errors in ADCIGs by measuring curvature ( ρ ) 2) Convert measured ρ into Δ I 3) Invert Δ I into Δ s by solving: Δρ = ρ− 1 ( ) min W Ä I − L wave s Δ Ä s 2 biondo@stanford.edu

  31. Deep-water subsalt data – WEMVA step 3) 31 1) Measure errors in ADCIGs by measuring curvature ( ρ ) 2) Convert measured ρ into Δ I 3) Invert Δ I into Δ s by solving: Δ I ( ) min W W Ä I − L wave s Δ Ä s 2 W biondo@stanford.edu

  32. Deep-water subsalt data – WEMVA step 3) 32 1) Measure errors in ADCIGs by measuring curvature ( ρ ) 2) Convert measured ρ into Δ I 3) Invert Δ I into Δ s by solving: s 0 + Δ s ( ) min W Ä I − L wave s Δ Ä s 2 s 0 biondo@stanford.edu

  33. Deep-water subsalt data – Initial velocity 33 biondo@stanford.edu

  34. Deep-water subsalt data – Velocity after 2 iterat. 34 biondo@stanford.edu

  35. Deep-water subsalt data – Initial image 35 Image biondo@stanford.edu

  36. Deep-water subsalt data – Image after 2 iterat. 36 Image biondo@stanford.edu

  37. Deep-water subsalt data – Initial ADCIGs 37 ADCIGs biondo@stanford.edu

  38. Deep-water subsalt data – ADCIGs after 2 iterat. 38 ADCIGs biondo@stanford.edu

  39. Deep-water subsalt data – Initial ADCIGs 39 ADCIGs biondo@stanford.edu

  40. Deep-water subsalt data – ADCIGs after 2 iterat. 40 ADCIGs biondo@stanford.edu

  41. Deep-water subsalt data – Initial Δρ Δρ = ρ -1 41 Δρ = ρ -1 Δρ White  flat ADCIGs biondo@stanford.edu

  42. Deep-water subsalt data – Δρ Δρ after 2 iterations 42 Δρ = ρ -1 Δρ White  flat ADCIGs biondo@stanford.edu

  43. Deep-water subsalt data – W after 2 iterations 43 Weights White  reliable ρ picks biondo@stanford.edu

  44. Conclusions 44 • Ray-based Migration Velocity Analysis (MVA) methods have been successful in complex structure, but they are challenged by subsalt velocity estimation. biondo@stanford.edu

  45. Conclusions 45 • Ray-based Migration Velocity Analysis (MVA) methods have been successful in complex structure, but they are challenged by subsalt velocity estimation. • Wave-equation MVA (WEMVA) can be accomplished while preserving the work-flow of conventional ray-based MVA methods. biondo@stanford.edu

  46. Conclusions 46 • Ray-based Migration Velocity Analysis (MVA) methods have been successful in complex structure, but they are challenged by subsalt velocity estimation. • Wave-equation MVA (WEMVA) can be accomplished while preserving the work-flow of conventional ray-based MVA methods. • The velocity function estimated by the use of our WEMVA method results in flatter ADCIGS and more coherent reflectors, even if we started from a high-quality velocity function that was estimated with ray-based MVA. biondo@stanford.edu

  47. Conclusions 47 • Ray-based Migration Velocity Analysis (MVA) methods have been successful in complex structure, but they are challenged by subsalt velocity estimation. • Wave-equation MVA (WEMVA) can be accomplished while preserving the work-flow of conventional ray-based MVA methods. • The velocity function estimated by the use of our WEMVA method results in flatter ADCIGS and more coherent reflectors, even if we started from a high-quality velocity function that was estimated with ray-based MVA. • Poor illumination prevents the extraction of reliable velocity information from ADCIGs at every location, and thus presents a challenge also for WEMVA. biondo@stanford.edu

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