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I,(/I/g rOl/ge sho('k lI'a\'es {ro/11 a large explosiol/ III/derwater. experimel1t al1d data<br />

distance from a 4500 lb TNT (2041.2 Kg) charge are given in Table 2.3. A<br />

water depth of 75 m is assumed with the charge on the sea-bed. Values<br />

tabulated for the surface reflected wave equal those of the direct wave at<br />

10 km range and are therefore not tabulated at greater ranges.<br />

A maximum of 28 kPa pressure was expected at the closest proposed PUSS<br />

at 10 km range and at the furthest proposed at 115 km range the peak<br />

pressure should have dropped to about 1.8 kPa. Maximum pressure expected<br />

at the pressure gauges close to the shot-point at the Goosander's<br />

stand-off position at 0.5 km is about 818 kPa. In view of this expected<br />

decay of peak pressure with distances it was decided to set the PUSSes at<br />

sites 4-6 at an equal but highest gain, PUSSes at sites 2-3 at an<br />

intermediate but equal gain, the PUSS at site 1 was to be set to the<br />

lowest gain.<br />

2.5.2 Seismic wav('s:<br />

Jacob & Neilson (1977) investigate the seismic local magnitude (M L ) of<br />

underwater explosions as a function of charge weight. Their data<br />

(Fig. 2.5) adapted from Jacob & Neilson) show considerable scatter, but<br />

the overall trend is very clear, and enveloping curves have been drawn<br />

into Fig. 2.5 spanning ranges of observed ML for given charge size.<br />

Examination of Fig. 2.5 shows empirically that the local magnitude<br />

generated by a 4500 lb TNT charge lies in the observational range<br />

2.6-3.74 ML. In view of this, a magnitude 3.74 ML was selected as being<br />

the largest value compatible with the size of the charge.<br />

Local magnitude is defined in terms of seismic ground motion by the<br />

equation (Richter 1958):<br />

ML = logA-logA o<br />

(2.9)<br />

A and A are ground displacement in mm (notionally on a standard torsion<br />

o<br />

Yood-Anderson seismometer). A is the observed seismic ground displacement<br />

and A is a magnitude standardising distance correction term for local<br />

o<br />

magnitude calculation. There are tables of standard A values (see<br />

o<br />

Richter 1958). Forecasts of the extreme upper bound to the seismic<br />

displacements, assuming 3.74 ML, are given in Table 2.4.<br />

14<br />

This table also

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