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Physics for Geologists, Second edition

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Some dangers of mathematical statistics 135<br />

Figure 13.3 The same data plotted logarithm vs logarithm. When the data of<br />

Table 13.1 are plotted as logarithms, the slope is evidently 2 or 0.5<br />

(depending on which is dependent variable).<br />

finding a <strong>for</strong>mula relating the two? As mentioned earlier, an association<br />

between a velocity, with dimensions LT-I and porosity, which is dimen-<br />

sionless, must be in terms of a dimensionless velocity - in this case, the ratio<br />

of the measured velocity to the acoustic velocity when the porosity is zero.<br />

The boundary conditions are that when f = 0, V = Vo; and there is some<br />

maximum value of f, the value obtaining when the sediment accumulated<br />

into the stratigraphic record. This we labelled fo on page 99.<br />

If you feed your data into a computer, and tell it to compute the lin-<br />

ear correlation coefficients, and so on, it will come up with a <strong>for</strong>mula that<br />

appears quite satisfactory, with very small errors between prediction and<br />

measurement. Try plotting the solids proportion, 1 - f, against the ratio of<br />

the velocity observed to the velocity in the matrix, V/Vo -no, the logarithms<br />

of those quantities - anticipating an equation of the dimensionless <strong>for</strong>m<br />

where Vo is the acoustic velocity when the porosity is zero. Linear regression<br />

of In (1 -f) and In (V/Vo) or log (1 -f) and log (V/Vo) may suggest the values<br />

of b and m - but the warnings above apply here too: any gentle curve may<br />

appear to be linear with statistical significance.<br />

What about the fluid in the pores? The short answer is that the acoustic<br />

velocity in quartz is about four times that in liquids, so if the wavelength is<br />

very short, the path of first arrival will be through pore fluid only over very<br />

short sections close to the points of contact between grains in uncemented<br />

sandstones. And because the path will be in general far from tangential to<br />

the grain, very little of it will be through the pore fluid. If the sandstone is<br />

cemented, virtually none of the path will be through fluid.<br />

Table 13.2 gives 13 measured values of the solid proportion, 1 - f, and<br />

the dimensionless velocity, V/Vo, in sandstone assuming a matrix velocity,<br />

Copyright 2002 by Richard E. Chapman

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