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9.2 VELOCITY DETERMINATION FROM SEISMIC DATA              429







































           FIG. 9.4  Schematic derivation of velocity function (dashed blue line) for a set of CDP gathers using constant velocity stacks
           (CVS). The suitable velocity for a specific reflection is the one that produces the best stack section with the highest stacked
           amplitudes.


           changes in the velocity of the upperlying    from zero to maximum recording time, using a
           medium. Indeed, for a given t(0) zero-offset  range of velocity values on the selected CDPs.
           time, curvature of a reflection hyperbola from  The theoretical basis depends on automati-
           an interface is controlled by the velocity of the  cally finding out the velocity of the best fitting
           upperlying medium. Fig. 9.5 shows a number   theoretical hyperbola to the observed one on
           of synthetic CDPs consisting of a single reflec-  the CDPs. For instance, let’s consider a simple
           tion with different upperlying medium veloci-  synthetic CDP with one reflection hyperbola cal-
           ties. Variations in the velocity both affect t(0)  culated using 1500 m/s velocity in Fig. 9.6A.
           time and the curvature of the hyperbolas, which  Fig. 9.6B–G show the same CDP gather after
           enables us to derive the velocity of a given reflec-  NMO correction for a range of velocities from
           tion hyperbola based on its t(0) time and curva-  1000 to 2000 m/s along with the stacked traces
           ture. Velocity derivation by computing the   obtained by stacking the traces of the CDP
           velocity spectra was first proposed by Taner  after NMO correction. Fig. 9.6H illustrates
           and Koehler (1969), and is accomplished by an  stacked traces from several different velocities
           automatic scanning of all possible hyperbolas  from 1000 to 2000 m/s juxtaposed by their
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