Geology Reference
In-Depth Information
Offset
Offset
V s1 , V s1 , ρ 1
V p2 , V s2 , ρ 2
100ms
timing lines
A I
=
Figure 2.16
Snell
'
s Law.
Figure 2.17. An example of critical angle energy on an NMO
corrected gather.
2nd term
B
Slope
Gradient
RI
M
contrasts across the boundary. It is generally safe to
assume that the two-term approximation holds to an
angle of incidence up to 30°; for the case in Fig. 2.19
the second and third order curves start to diverge at
around 40°. If intercept and gradient are to be derived
from seismic then the interpreter needs to ensure
that only traces which show a linear change of ampli-
tude with sin 2
Critical angle
+
1st term
A
R0
NI
Intercept
L
are used ( Chapters 5 and 6 ).
The modern day importance of the Shuey equation
is not as a predictor of seismic amplitudes at particular
angles but as a tool for analysing AVO data for fluid
and lithology effects (described in Chapters 5 and 7 ).
Shuey
θ
Rc
0
Sin 2
s equation played a key role in the development
of seismic AVO analysis techniques in the 1980s and
1990s. The simplicity of the equation meant that the
regression coefficients A and B (intercept and gradient)
could be fairly easily derived and a range of AVO
attributes defined by various parameter combinations.
Another, rock property oriented, approximation
to the Zoeppritz equations has been put forward by
Hilterman ( 2001 ) :
'
3rd term
Curvature component
-
Figure 2.18
The three components of the Aki
-
Richards ( 1980 )
approximation to the Zoeppritz equations.
A+B sin 2
R
ðθÞ¼
θ:
ð
2
:
16
Þ
Shuey
s equation is a simple linear regression. For the
purpose of describing seismic amplitude variation
this approach to linearising AVO is applicable only
over a limited range of angles. The angle at which
the two-term approximation deviates from the
three-term and Zoeppritz solutions depends on the
'
AI 2
AI 1
AI 2 +AI 1
+ σ 2 σ 1
ð
cos 2
sin 2
R
ðθÞ¼
θ
θ: ð
2
:
17
Þ
2
1
σ avg Þ
This approximation is effectively the same as the
two-term Shuey equation but has been rearranged to
16
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