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The generalized phase-shift method is based on the solution of the temporally
transformed acoustic wave equation
|  |
(1) |
where
denotes the temporal transform of the pressure field and
c(x,z)
is velocity field. As suggested by Kosloff and Baysal(1983), it is convenient to
recast equation (1) as a set of two first-order coupled equations given by
|  |
(2) |
The downward continuation in the migration consists of the solution of equation
(2) for each frequency at all depths under the initial conditions of the values of P
and
at the surface z=0 (Kosloff and Baysal, 1983).
Equation (2) can be expressed in a more compact form
| ![\begin{displaymath}
{\partial \over \partial z} \pmatrix{P\cr {\partial P\over \partial z}} = [A]\pmatrix{P\cr {\partial P\over \partial z}},\end{displaymath}](img5.gif) |
(3) |
where
denotes a column vector of length
2Nx containing first the Nx pressures
and then the
Nx pressure derivatives
,
for i=0,...,Nx-1.
As with the ordinary phase-shift method, the solution here is propagated in
depth increments. Within each increment z to z+dz, the velocity is assumed
to be invariant in the vertical direction although it may vary horizontally.
The solution of equation (3) can then be written as
| ![\begin{displaymath}
\pmatrix{P\cr {\partial P\over \partial z}}_{z+dz} = \exp[Adz]\pmatrix{P\cr {\partial P\over \partial z}}_z.\end{displaymath}](img9.gif) |
(4) |
The solution (4) embodies a phase-shift of the eigenvector coefficients of A.
It would therefore seem that a matrix diagonalization would have to be
performed before each propagation.
Next: Horizontally Uniform Structures
Up: Ji: generalized phase-shift method
Previous: Introduction
Stanford Exploration Project
1/13/1998