Rit (Vísindafélag Íslendinga) - 01.06.1971, Page 19

Rit (Vísindafélag Íslendinga) - 01.06.1971, Page 19
CRUSTAL STRUCTURE OF ICELAND 19 100 per cent. Actual amplification was commonly 20-100 per cent. If the relationship (4.2.1) is valid with n = % and if furthermore the geometrical spreading factor is r~2 (cf. sect. 4.3) it will he seen that the normalized charge size required for a constant amplitude would be proportional to r3 (r is distance between shot and seismo- meter stations). The solid line in Fig. 4 shows that this is approxi- mately the case and it can therefore be used for predicting the re- quired charge size at various distances. Fig. 4 shows furthermore that much smaller charges were required in the offshore work, where the explosions were usually made at a depth of about 20 meters, than on the land profiles, where the explosions were usually made at a depth of 1-4 meters in lakes and rivers. 4.3. Amplitude data. The amplitudes of the various phases on a seismogram can aid substantially in correctly identifying them. The amplitudes depend on a number of factors such as charge size, geometrical spreading, attenuation, ground-seismometer coupling and recording equipment. Some of these factors are of a rather irregular nature and difficult to predict, such as the ground-seismometer couphng. They have not been considered separately and appear as a noise in the amplitude- distance diagram. The amplitudes have been read from the seismograms in such a way that the sum of the two largest excursions of each arrival has heen used. In the case of first arrivals this usually means taking the first trough and the second peak and adding them together. The first peak was usually much smaller in comparison with the noise level, and therefore less reliable. In most cases average values of two or more channel traces were used. The effect of charge size on amplitude was discussed in the pre- vious section. The geometrical spreading factor will be discussed next. In a two-layered model the particle displacement in the head wave varies in the following way (Heelan, 1953; Zvolinsky, 1958; Brekhovskikh, 1960): A = H • F(t) • (r • L3)-% (4.3.1) where H = head wave coefficient F(t) = displacement potential of the incident pulse r = distance from shot to receiver L = distance traveled by wave in high velocity layer.
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