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Geophysical data acquisition - OGS

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Phase velocities<br />

of the five wave<br />

modes<br />

propagating in<br />

partially frozen<br />

Berea sandstone<br />

versus water<br />

proportion.<br />

Phase velocity (km/s)<br />

5<br />

4<br />

3<br />

2<br />

1<br />

0<br />

P1<br />

S1<br />

P2<br />

S2<br />

P3<br />

(a)<br />

0.05 0.1 0.15 0.2<br />

Water proportion<br />

Snapshot of the rock-frame<br />

vertical particle velocity<br />

corresponding to the wave<br />

modes illustrated<br />

in the previous figure.<br />

The compressional waves<br />

are labeled P1, P2 and P3,<br />

and the shear waves<br />

are labeled S1 and S2.<br />

Finally investigation on dynamics of frozen porous media has been conducted. The<br />

knowledge of the physical properties of frozen soils is essential, in polar areas, for<br />

the exploitation of mineral resources and for the construction of highways and<br />

pipelines. A three-phase Biot-type theory has been developed to describe a seismic<br />

wave propagating in a porous rock filled with ice and water. The model predicts<br />

three compressional waves and two shear waves, and takes into account energy<br />

dissipation and wave dispersion as observed in rocks. Attenuation is introduced<br />

with exponential relaxation functions, which allow a differential fomulation based<br />

on memory variables. The wavefield is computed with a grid method based on the<br />

Fourier differential operator in space and a Runge-Kutta time-integration<br />

algorithm. The presence of slow quasi static modes makes the differential<br />

equations stiff and hence numerically untractable as such. But a splitting timeintegration<br />

algorithm has allowed to solve the stiff part analytically. The algorithm<br />

is second-order accurate with respect to time and has spectral accuracy in the<br />

computation of the spatial derivatives.<br />

27

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