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Historical Seismograms - Evidence from the AD 2000 Izu Islands ...

Historical Seismograms - Evidence from the AD 2000 Izu Islands ...

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226 M. DeBecker and T. CamelbeeckAt <strong>the</strong> beginning of 1909, a 1000 kg Wiechert astatic pendulum, made by Spindlerand Hoyer of Gottingen, was added toge<strong>the</strong>r with a clock that was changed dailyby telephone to <strong>the</strong> Royal Observatory time-service. A timing accuracy of about1 sec was obtained. The first vertical instrument, a 1300 kg Wiechert pendulum by<strong>the</strong> same makers, was added in May 1910. The equipment was fur<strong>the</strong>r augmented<strong>the</strong> following year by <strong>the</strong> addition of two classical Galitein horizontal instruments,made by Masing in St. Petersburg (Galitzin, 1911).In May 1912, <strong>the</strong> Bosch tronometers were given to <strong>the</strong> Ministry for <strong>the</strong> Coloniesand installed at Elisabethville, Congo (now Lubumbashi, Zaire).Instrumental constants were regularly determined, and are reported in <strong>the</strong> publishedmonthly bulletins, so that <strong>the</strong> seismograms retain <strong>the</strong>ir full use. The Wiechertsproved to be very sensitive to temperature changes in <strong>the</strong> vault, but <strong>the</strong> periodsof <strong>the</strong> Galitzins remained very stable, at just under 25 sec. In June 1913, <strong>the</strong> clockwas electrically synchronized with <strong>the</strong> Royal Observatory time-service, and timingaccuracy to 0.1 sec became possible.Two fur<strong>the</strong>r additions to <strong>the</strong> instrumentation were made. In April 1930, a verticalGalitein-Wilip with a period of about 8 sec was installed. Its sensitivity was to beimproved and its period leng<strong>the</strong>ned to 10 sec in 1936, when <strong>the</strong> original steel springswere replaced by Elinvar. Three Sprengne<strong>the</strong>r instruments obtained in <strong>the</strong> early1950’s are still in use.In 1984, <strong>the</strong> ‘Centre de GQophysique Interne” began a systematic study of Belgianseismicity, which involved an inspection of all <strong>the</strong> available seismograms ofshocks before 1950, including those made abroad. Table 1 shows preliminary resultsfor <strong>the</strong> two best-documented earthquakes, a magnitude Ms = 5 shock in <strong>the</strong>Brabant massif on 11 June 1938, and <strong>the</strong> earthquake of 3 April 1949. The first of<strong>the</strong>se was <strong>the</strong> largest in Belgium since 1800, and <strong>the</strong> second, a magnitude smaller,is representative of shocks in <strong>the</strong> Hainaut province, where it caused considerabledamage. The earthquake of 11 June 1938 is similar in magnitude to <strong>the</strong> biggesthistorical events in this region, as shown in Figure 1. The correct assessment of <strong>the</strong>seismic hazard in Belgium needs especially a detailed study of those main historicalevents. Concerning <strong>the</strong> 11 June 1938 earthquake, original seismograms or copieswere collected <strong>from</strong> 19 stations (Figure 2). Epicentres have been determined usingwell-determined P, arrival times, at 19 stations at distances <strong>from</strong> 140 to 800 kmin <strong>the</strong> first case, and 10 stations <strong>from</strong> 140 to 500 km in <strong>the</strong> second case (Table 2).A P,, velocity of 8.1 km/sec was adopted as an appropriate average value for <strong>the</strong>region. Adopted focal depths were derived <strong>from</strong> macroseismic data as Uccle, <strong>the</strong>nearest station, was more than 50 km <strong>from</strong> <strong>the</strong> epicentre.Table 1. Characteristics of <strong>the</strong> Two Earthquakes StudiedDate Origin time Lat. Long. Depth M S mbLgON OE (km)1 1938 Jun 11 10h 57m 33s 50.78 3.59 15-25 5.32h0.17(10) 5.59 h0.19 (11)2 1949 Apr 03 12h 33m 41s 50.45 4.11 shallow 4.273Z0.31(05) 4.59 3Z0.25 (07)The numbers in paren<strong>the</strong>ses indicate <strong>the</strong> number of stations used for <strong>the</strong> computationof <strong>the</strong>se parameters.

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