To better understand the PS-AMO operator, I compute and
analyze its impulse response.
Figure 2 compares the AMO impulse responses obtained with
the filters in equation 10 (top) and equation 11 (bottom).
Both are obtained with a value of and vp=2.0 km/s, and are
kinematically equivalent.
Figure 3 presents a similar comparison to
Figure 2 for the case of converted waves. Here,
we use and vp=2.0 km/s. Both impulse responses,
Figures 2 and 3, also
illustrate the differences in the dynamic
behavior of the operator. The top panels for both figures show
the impulse responses using the operator from equation 10, which is
based on the known PS-DMO operator of (). In contrast,
the bottom panels show the PS-AMO operator
from equation 11, which is based on
the new PS-DMO operator, presented in Chapter 2, equivalent to the () PP-DMO operator.
The arrows in Figures 2 and 3 show that
the operator from equation 11 has stronger amplitudes
for steeply dipping events than the operator from equation 10.
The area marked by the oval in the bottom panel for both
Figures 2 and 3
shows that impulse response for the PS-AMO operator
is not center at zero inline and crossline midpoint location, as
it is the case of the PP-AMO operator.
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Figure 4 shows two important characteristics of PS-AMO. First, the
PS-AMO operator is asymmetric because of the difference between the downgoing and upgoing
raypaths. Second, the PS-AMO operator varies with respect to traveltime, even for a constant velocity medium;
this behavior is caused by all the non-linear dependencies of the PS-AMO operator
with respect to traveltime, P velocity, and . The vertical variation of
the lateral shift reflects that the lateral displacement between
the CMP and CRP also varies with the traveltime. Both characteristics are
intrinsic of converted-wave data.
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