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Architecture and management of a geological repository - Andra

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3 – High Level Long-Lived WasteFigure 3.2.5Non-alloy steel container used as overdrum for 1000-litre concrete containersA second subset <strong>of</strong> packages, from the COGEMA La Hague site, contains technological or pulverulentwaste consisting <strong>of</strong> a mixture <strong>of</strong> resins, zeolites, diatoms <strong>and</strong> graphite, conditioned in a cement matrixinside cylindrical fibre-reinforced concrete containers, known as CBF-C’2 (see Figure 3.2.6). It shouldbe noted that technological waste was conditioned between 1990 <strong>and</strong> 1994 in asbestos-cementcontainers, which were replaced from 1994 onwards by fibre-reinforced concrete containers. Bothtypes <strong>of</strong> container have the same geometry. The weight <strong>of</strong> the finished containers varies from 1.5 to3 metric tons, with an average <strong>of</strong> around 2.4 metric tons. The technological waste is made up <strong>of</strong> metalor organic materials. The equivalent ß-γ dose rate in pseudo-contact (5 cm) with the packages isaround 0.5 Sv/h, for the packages releasing the most radiation. For these packages, production <strong>of</strong>hydrogen by radiolysis <strong>of</strong> the organic matter <strong>and</strong> cement matrix water is taken into account; thisproduction is from 1 to 2 litres 23 a year.Figure 3.2.6Cylindrical fibre-reinforced concrete container (CBF-C’2)A third subset <strong>of</strong> packages, manufactured by the CEA, consists <strong>of</strong> 1800-litre concrete containers filledwith various metallic <strong>and</strong> organic waste conditioned in a cement-bitumen matrix or in mortar. All <strong>of</strong>these packages were produced between 1964 <strong>and</strong> 1987: 25% <strong>of</strong> the concrete containers have beenrepaired (resurfacing) <strong>and</strong> following degradation 75% have been installed in non-alloy steel containers(see Figure 3.2.7). These packages are also very large.23At atmospheric pressureDOSSIER 2005 ARGILE -ARCHITECTURE AND MANAGEMENT OF A GEOLOGICAL DISPOSAL SYSTEM81/495

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