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Even if there is no difference between and , there can
still be significant differences between ks* and ks
due to the differences in the fluid viscosities and densities of
liquid and gas constituents. So we will treat this case next.
For Massillon sandstone, Murphy (1982, 1984)
measured extensional and shear wave velocities at f = 560 Hz
over a range of partial saturations produced using the drainage
method.
Relevant properties of this sandstone are listed in TABLE 2.
1.5
T
ABLE 2.Properties of Massillon sandstone used in Murphy's
experiments (Murphy, 1982; 1984) and Spirit River sandstone
in Knight and Nolen-Hoeksema's experiments (Knight and Nolen-Hoeksema,
1990).
1.0
massillon_vs
Figure 2
Shear wave velocities as a function of water saturation for
drainage experiments of Murphy (1982,1984).
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Stanford Exploration Project
11/11/2002