After the issue of velocity pitfall in this area was solved in 2001, the seismic data were reprocessed through 3D pre-stack depth migration, structural shapes were materialized, oil - bearing area increased from 3.0km 2 to 5. 6km 2, and proved reserves enlarged from 2.13 million tons to 3. 37 million tons.
In this paper we discuss the difference and relationship between CRP and CRS stacking, NMO/DMO stacking, as well as pre stack depth migration(PreSDM) and CRS stacking in a geometrical viewpoint and on the hypothesis of constant velocity media.
Migration velocity analysis is one of the key steps in pre stack depth migration whose accuracy directly affects the quality of pre stack depth migration.
In this paper we discuss details about the construction of 3 D wave equation pre stack depth migration algorithm in shot gathers by combining migration operators of frequency wavenumber domain and spatial frequency domain, and its corresponding processing flow.
Impulse respons e test and results of pre stack depth migration for Marmousi model show that th e migration method is effective tool for “Three High” (high resolution, high s ignal-to-noise ratio and hi-fi) seismic data processing in strong lateral var ying velocity media.
The seismic technique tackling key problems should be considered from several aspects including a)optimization design,receiving conditions,explosion condition and strict management during the collection stage,b)static correction, velocity Study,de-noise and migration during processing stage,and c)depth-migration before stack during interpretation stage.
In this paper we discuss the difference and relationship between CRP and CRS stacking, NMO/DMO stacking, as well as pre stack depth migration(PreSDM) and CRS stacking in a geometrical viewpoint and on the hypothesis of constant velocity media.
This paper first describes technical features and flow diagrams of SIRIUS3D software for pre_stack depth migration, and analyzes its advantages and shortcomings.
Migration velocity analysis is one of the key steps in pre stack depth migration whose accuracy directly affects the quality of pre stack depth migration.
In this paper we discuss details about the construction of 3 D wave equation pre stack depth migration algorithm in shot gathers by combining migration operators of frequency wavenumber domain and spatial frequency domain, and its corresponding processing flow.
The Pre-Stack Depth Migration (PSDM) method based on wavefield continuation is the most reliable method for imaging complex structure in the subsurface, although there are large computational costs and poorly adaptive geometry.