The drag coefficients may be determined by first noting that the
equations presented here reduce to those of Berryman and Wang [1995] in the low
frequency limit by merely neglecting the inertial terms. What is
required to make the direct identification of the coefficients is
a pair of coupled equations for the two increments of fluid content
and
. These quantities are related to the
displacements by
and
.
The pertinent equations from Berryman and Wang [1995] are
.^(1).^(2) =
k^(11) & k^(12)
k^(21) & k^(22)
p_,ii^(1) p_,ii^(2) ,
where
is the shear viscosity of the fluid, and the ks are
permeabilities including possible cross-coupling terms.
We can extract the terms we need from (finaleom), and then take
the divergence to obtain
b_12+b_23 & - b_23 - b_23 & b_13+b_23 (B<>U^(1) - B<>u) (B<>U^(2) - B<>u) = - p_,ii^(1) p_,ii^(2) . Comparing these two sets of equations and solving for the b coefficients, we find
b_12 = ^(1)(k^(22)-k^(21)) k^(11)k^(22)-k^(12)k^(21),
b_12 = ^(2)(k^(11)-k^(12)) k^(11)k^(22)-k^(12)k^(21), and
b_23 = ^(1)k^(21) k^(11)k^(22)-k^(12)k^(21) = ^(2)k^(12) k^(11)k^(22)-k^(12)k^(21). For many applications it will be adequate to assume that the cross-coupling vanishes. In this situation, b23 = 0,
b_13 = ^(2)k^(22), which also provides a simple interpretation of these coefficients in terms of the porosities and diagonal permeabilities.
This completes the identification of the inertial and drag coefficients introduced in the previous section.