Next: A Numerical Example
Up: REVIEW OF THE DOUBLE-POROSITY
Previous: Double-Porosity Transport
With all of the double-porosity coefficients now defined, the compressional
phase velocity and attenuation
may be determined by inserting a plane-wave solution into the effective
single-porosity Biot equations [in the form (1)-(4)].
This gives the standard complex longtitudinal slowness s of Biot theory
|  |
(29) |
where
|  |
(30) |
is simply an auxiliary parameter, and where H, C and M are the
Biot (1962) poroelastic moduli defined in terms of the complex
frequency-dependent parameters of equations (11)-(13) as
|  |
(31) |
| (32) |
| (33) |
The complex inertia
corresponds to rewriting the relative flow resistance
as an effective inertial effect
| ![\begin{displaymath}
\tilde{\rho} = - {\eta}/[i\omega k(\omega)]. \end{displaymath}](img58.gif) |
(34) |
Taking the minus sign in equation (29)
gives an s having an imaginary part much
smaller than the real part and that thus corresponds to the normal
P-wave. Taking the positive sign gives an s with real and
imaginary parts of roughly the same amplitude and that thus
corresponds to the slow P-wave (a pure fluid-pressure
diffusion across the seismic band of frequencies).
We are only interested here in the properties of the normal P-wave.
QandVdp
Figure 1 The attenuation and
phase velocity of compressional waves in the double-porosity
model of Pride and Berryman (2003a).
The 5 cm embedded spheres of phase 2 have frame moduli (Kd2 and G2)
modeled using the modified Walton theory given in the appendex in
which both Kd2 and G2 vary strongly with the background
effective pressure Pe (or overburden thickness). These spheres of
porous continuum 2 were embedded into a phase 1 continuum modeled
as a consolidated sandstone.
The P-wave
phase velocity vp and the attenuation measure Qp-1
are related to the complex slowness s as
|  |
(35) |
| (36) |
Next: A Numerical Example
Up: REVIEW OF THE DOUBLE-POROSITY
Previous: Double-Porosity Transport
Stanford Exploration Project
10/14/2003