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11.4 FREQUENCY-WAVENUMBER (f-k) MIGRATION                513









































           FIG. 11.22  Effect of migration velocity errors on the collapse of a diffraction hyperbola in a constant velocity medium by
           finite-difference time migration. Velocity of the zero-offset section is 1500 m/s.

           shift method in the Fourier domain. Today,   horizontal and vertical directions. Gazdag migra-
           there are two types of frequency-wavenumber  tion, however, can handle vertical velocity varia-
           (f-k) migration: f-k and phase shift migrations,  tions and can be restricted for maximum
           which are known as the Stolt and Gazdag migra-  structural dip in the input data.
           tions, respectively.                            Fig. 11.23 schematically shows the basis of the
              Stoltmigrationnormallydoesnothandleveloc-  migration in the f-k domain. A dipping event in
           ityvariationsinbothhorizontalandverticaldirec-  thetimedomainanditsf-kdomainrepresentation
           tionsandrequiresaconstantvelocitymedium.On   are illustrated in Fig. 11.23A. Before the migra-
           theotherhand,Stolt(1978)suggestedacoordinate  tion, the vertical axis in the f-k domain is fre-
           transform where wave equation and boundary   quency, which is then transformed into vertical
           conditions are velocity independent using a con-  wavenumber (k z ) after migration (Fig. 11.23B).
           stant termed the Stolt stretch factor, in order to  An amplitude value in the f-k domain before
           apply the algorithm in areas with relatively com-  migration, such as X in Fig. 11.23A, is moved
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           plex geology where the velocity varies in both the  to a point X after migration (Fig. 11.23B).
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