Seismo-engineering parameters for sites of interim storages for spent nuclear fuel at German nuclear power plants |
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| Authors: | Günter Leydecker Timo Schmitt Holger Busche Thomas Schaefer |
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| Institution: | aFederal Institute for Geosciences and Natural Resources, Stilleweg 2, 30655 Hannover, Germany;bFederal Office for Radiation Protection, Willy-Brandt-Str. 5, 38226 Salzgitter, Germany |
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| Abstract: | Within the scope of the licensing procedure for 12 interim storage facilities for spent nuclear fuel at nuclear power plants (NPP) and one for the dismantling of a NPP in Germany, site-specific expert reports were carried out to determine seismo-engineering design parameters. Our work was based on the German nuclear safety standard KTA 2201 part 1 “Design of Nuclear Power Plants against Seismic Events” which requires the derivation of the design earthquake in terms of (macroseismic) intensity. The intensity of the particular design earthquake was evaluated by the deterministic method stipulated in KTA 2201 part 1. According to the current state-of-the-art of science and technology supplementary to the deterministic approach, probabilistic evaluations were done setting a probability of exceedance for the occurrence of the design earthquake of 10−5 year−1. Geological development and neotectonic conditions of the site surrounding areas were included in the evaluations. For 13 interim storage facility sites, soil-dependent design spectra and corresponding strong-motion duration values were determined.For sites with low seismic hazard site-specific design spectra from the literature were used. In the case of sites with higher seismic hazard (design earthquake VII 1/2 MSK) strong-motion registrations representative for the site were selected from world wide data and subsequently evaluated to derive site-specific design spectra. |
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| Keywords: | Design earthquake Nuclear power plant Response spectrum Seismic hazard Seismo-engineering parameters |
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