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Each point within
the reservoir volume is considered as an independent point diffractor
of much smaller size than the wavelength of the incident wave.
Formulae for Rayleigh scattering are then used to describe the
scattering characteristics of each single diffractor, and a modeled
trace can then be constructed as the linear sum of contributions from
all the elements within the reservoir.
The important assumptions that have to be made for this technique to be
applicable are:
- 1.
- The Earth model consists of two parts: firstly, a smoothly varying
background medium through which ray-paths can be traced; and
secondly, within this there are high-frequency perturbations or
point diffractors which act to scatter the wavefield.
- 2.
- The amplitude of the perturbations are small relative to the background medium.
This allows each scatterer to be treated independently (first
order Born approximation). It also means that the scattered wavefield can
be modeled as being linearly related to the amplitude of the perturbations.
- 3.
- The physical size of scatterers is small with respect to the wavelength
of the incident wave, or , where k is the wavenumber of the
incident wave and a is the length scale of the heterogeneity.
Following this approach, the field recorded at the surface can be
approximated by the following integral taken over the whole reservoir:
| |
(5) |
where As and Ar are the geometric spreading factors from the
source to the diffractor and from the diffractor to the receiver, D is a
correction for the directionality of the receiver, and
are ray-traced travel-times from the
source to the diffractor and from the diffractor to the receiver, is
the source signature, and R is amplitude from Rayleigh scattering which can
be calculated from the average perturbations ,
and from the background
Lamé parameters , and and the total
scattering angle,
Calculation of R, and can be facilitated
by precalculating and tabulating travel-times,
geometric spreading factors and propagation angles so that they
can be quickly referenced from the inner-loop of the modeling program
and do not have to be calculated each time on the fly.
Next: Seismic synthetic data sets
Up: SEISMIC MODELING AND IMAGING
Previous: Choice of modeling technique
Stanford Exploration Project
11/12/1997