28.02.2013 Views

Introduction to Acoustics

Introduction to Acoustics

Introduction to Acoustics

SHOW MORE
SHOW LESS

You also want an ePaper? Increase the reach of your titles

YUMPU automatically turns print PDFs into web optimized ePapers that Google loves.

Acoustic-<strong>to</strong>-seismic coupling ratio (m/s / Pa)<br />

×10 –6<br />

8<br />

7<br />

6<br />

5<br />

4<br />

3<br />

2<br />

1<br />

0<br />

10 2<br />

8 9<br />

Measurement<br />

FFLAGS prediction<br />

10 3<br />

2 3 4 5 6 7 8 9<br />

Frequency (Hz)<br />

Fig. 4.8 Measured and predicted acoustic-<strong>to</strong>-seismic coupling<br />

ratio for a layered soil (range 3.0 m, source height<br />

0.45 m)<br />

applied. These are<br />

1. Continuity of <strong>to</strong>tal normal stress<br />

2. Continuity of normal displacement<br />

3. Continuity of fluid pressure<br />

4. Continuity of tangential stress<br />

5. Continuity of normal fluid displacement<br />

6. Continuity of tangential frame displacement<br />

At an interface between a fluid and the poro-elastic<br />

layer (such as the surface of the ground) the first four<br />

boundary conditions apply.<br />

The resulting equations and those for a greater<br />

number of porous and elastic layers are solved numerically<br />

[4.58].<br />

The spectrum of the ratio between the normal component<br />

of the soil particle velocity at the surface of the<br />

ground and the incident sound pressure, the acoustic-<strong>to</strong>seismic<br />

coupling ratio or transfer function, is strongly<br />

influenced by discontinuities in the elastic wave properties<br />

within the ground. At frequencies corresponding <strong>to</strong><br />

Table 4.1 Ground profile and parameters used in the calculations for Figs. 4.9 and 4.10<br />

Layer Flow resistivity<br />

(kPa s m −2 )<br />

Porosity Thickness<br />

(m)<br />

Sound Propagation in the Atmosphere 4.6 Ground Effects 127<br />

Normalized impedance<br />

P-wave speed<br />

(m/s)<br />

S-wave speed<br />

(m/s)<br />

Damping<br />

1 1 740 0.3 0.5 560 230 0.04<br />

2 1 740 0.3 1.0 220 98 0.02<br />

3 1 740 000 0.01 150 1500 850 0.001<br />

4 1 740 000 0.01 150 1500 354 0.001<br />

5 1 740 000 0.01 Half-space 1500 450 0.001<br />

600<br />

400<br />

200<br />

0<br />

–200<br />

–400<br />

–600<br />

1<br />

10<br />

Real rigid<br />

Real elastic<br />

– Imag. rigid<br />

– Imag. elastic<br />

100<br />

Frequency (Hz)<br />

Fig. 4.9 Predicted surface impedance at a grazing angle of<br />

0.018 ◦ for poro-elastic and rigid porous ground (four-layer<br />

system, Table 4.1)<br />

peaks in the transfer function, there are local maxima in<br />

the transfer of sound energy in<strong>to</strong> the soil [4.78]. These<br />

are associated with constructive interference between<br />

down- and up-going waves within each soil layer. Consequently<br />

there is a relationship between near-surface<br />

layering in soil and the peaks or layer resonances<br />

that appear in the measured acoustic-<strong>to</strong>-seismic transfer<br />

function spectrum: the lower the frequency of the peak<br />

in the spectrum, the deeper the associated layer. Figure<br />

4.8 shows example measurements and predictions<br />

of the acoustic-<strong>to</strong>-seismic transfer function spectrum at<br />

the soil surface [4.12]. The measurements were made<br />

using a loudspeaker sound source and a microphone positioned<br />

close <strong>to</strong> the surface, vertically above a geophone<br />

buried just below the surface of a soil that had a loose<br />

surface layer. Seismic refraction survey measurements<br />

at the same site were used <strong>to</strong> determine the wave speeds.<br />

The predictions have been made by using a computer<br />

Part A 4.6

Hooray! Your file is uploaded and ready to be published.

Saved successfully!

Ooh no, something went wrong!