Abstract

Shallow, light to moderate magnitude earthquakes in stable continental regions can have a damaging impact on vulnerable surface constructions. In the coal area of the Hainaut province in Belgium, a century of shallow seismic activity occurred from the end of the 19th century until the late 20th century. This seismicity is the second largest source of seismic hazard in northwestern Europe, after the Lower Rhine Embayment. The present study synthesises the impact and damage caused by this unique shallow seismicity. Reviewing intensity data provided in official macroseismic surveys held by the Royal Observatory of Belgium, press reports, and contemporary scientific studies resulted in a complete macroseismic intensity dataset. The strong shaking of five seismic events with moment magnitudes Mw around 4.0, which occurred on 3 June 1911, 3 April 1949, 15 December 1965, 16 January 1966, and 28 March 1967, locally caused widespread moderate damage to buildings corresponding to maximum intensity VII in the EMS-98 scale. For 28 earthquakes, detailed macroseismic maps were created. Our study highlights the capability of shallow, small-magnitude earthquakes to generate damage. Subsequently, using the Hainaut intensity dataset, we modelled a new Hainaut intensity attenuation law and created relationships linking magnitude, epicentral intensity and focal depth. Using these relationships, we estimated the location and magnitude of pre-1985 earthquakes that occurred prior to deployment of the modern digital Belgian seismic network. Estimated focal depths allowed discriminating between two different types of earthquakes. Some events were very shallow, only a few hundred metres deep, suggesting a close link to mining activities. Other earthquakes, including the largest and most damaging events, occurred at depths greater than 2 km but no deeper than 6 km, which would exclude a direct relationship with mining, but yet still might imply a triggering causality. This work results in a new updated earthquake catalogue including 123 seismic events. Our attenuation modelling moreover suggests that current hazard maps overestimated ground motion levels in the Hainaut area due to the use of inadequate ground motion prediction equations. Our Hainaut attenuation model is hence useful to evaluate the potential impact of current and future, e.g. geothermal energy, projects in the Hainaut area and other regions with a similar geological configuration.

Highlights

  • In stable continental regions (SCR), 80% of the total seismic moment release occurs in the upper 7 km of the crust (Klose and Seeber, 2007)

  • Reviewing intensity data provided in official macroseismic surveys held by the Royal Observatory of Belgium, press reports, and contemporary scientific studies resulted in a complete macroseismic intensity dataset

  • Given the large available intensity dataset for the Hainaut coal area, it would be even more realistic (Table 2). 345 To develop a local Hainaut intensity attenuation model, we used the classical formulation developed by Kövesligethy (1907) and still widely used today (e.g. Ambraseys, 1985; Stromeyer and Grünthal, 2009): I = I0 − a ∗ log( R2 + Z2 ) − b ∗ ( R2 + Z2 − Z)

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Summary

Introduction

In stable continental regions (SCR), 80% of the total seismic moment release occurs in the upper 7 km of the crust (Klose and Seeber, 2007). An optimal dataset would be the one describing the way many people in each locality felt an earthquake inside its perceptibility area and furnishing the specific degree of damage for each building hit by the event This can be obtained when a specific 625 inquiry is dedicated to collect such a large amount of information. For intensities equal or larger than V, such an extensive dataset only exists for the destructive 8 November 1983 MW =4.6 Liège earthquake in east Belgium, but this is an exceptional case in NW Europe This precise damage information came from the owners of 17,000 buildings that sent detailed damage reports of their 630 property, which was evaluated by the Belgian Federal Calamity Centre in order to reimburse the repair costs. These data were at the base of seismic risk studies on the Liège area (Jongmans and Plumier, 2000; Garcia Moreno and Camelbeeck, 2013; Camelbeeck et al, 2014)

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