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Architecture and management of a geological repository - Andra

Architecture and management of a geological repository - Andra

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5 – Repository ModulesFurthermore, for cells containing bituminous waste (type B2 packages), the composition <strong>of</strong> theconcrete will be adapted to keep the pH in the cell at below 12.5.The phenomena involved in the interaction between the argilites <strong>and</strong> the concrete lining liable todegrade the retention properties <strong>of</strong> the argilites primarily concerns the fractured rock zone (extensionestimated at a few decimetres) [48]. The extension <strong>of</strong> chemical disturbances is therefore slight <strong>and</strong> hasno impact on the properties <strong>of</strong> the argilites in the undisturbed thickness <strong>of</strong> the layer above <strong>and</strong> belowthe <strong>repository</strong>.• The other materialsWe attempt to limit the quantity <strong>of</strong> steel left inside the cell when it is closed, in order to avoid themechanical problems related to corrosion <strong>and</strong> swelling <strong>of</strong> corrosion products, <strong>and</strong> to minimise thelong-term production <strong>of</strong> hydrogen by corrosion. The h<strong>and</strong>ling equipment <strong>and</strong> the access chamber inparticular comprise large quantities <strong>of</strong> steel <strong>and</strong> are recovered before closure <strong>of</strong> the cell.The concrete lining structural ring works in compression <strong>and</strong> thus contains no reinforcement. The use<strong>of</strong> steel in the ground support <strong>and</strong> lining is thus limited to the protection mesh laid at the face <strong>of</strong> theworksite, at the same time as the rockbolts <strong>and</strong> hangers for attaching the filler concrete to the structuralring.It should be noted that stainless steels may be chosen in order to delay <strong>and</strong> reduce the effects <strong>of</strong>corrosion. Alternatively, materials such as fibreglass - resin composites could conceivably be used inplace <strong>of</strong> certain steels.5.1.3.7 Criticality-safetyA criticality-safety analysis was conducted in two stages. A preliminary risk analysis for the array <strong>of</strong> Btype waste packages (i) demonstrated that criticality was not a determining factor for most disposalpackages <strong>and</strong> B cells <strong>and</strong> (ii) identified the envelope packages requiring a more detailed criticality riskstudy (B5 packages in particular). A more extensive analysis then confirmed that the criticality aspectwas not determining for cells containing this kind <strong>of</strong> package [55].5.1.3.8 Gas <strong>management</strong> <strong>and</strong> cell ventilationThe vast majority <strong>of</strong> B packages give <strong>of</strong>f small quantities <strong>of</strong> hydrogen (a few litres or tens <strong>of</strong> litres peryear <strong>and</strong> per package) <strong>and</strong> gaseous radionuclide traces. Cell ventilation enables these gases to beevacuated during operation, without affecting the personnel, who always work upstream <strong>of</strong> cellventilation. It should be noted that the production <strong>of</strong> hydrogen is so low that it would be possible forthe ventilation to be shut down for several weeks with no risk.The studies conducted to date show that with the envisaged spacing between packages, an airflow <strong>of</strong>about 3 m 3 /s would be sufficient to ensure good ventilation <strong>of</strong> a cell during filling or when filled. Thefresh air supply is in the full section <strong>of</strong> the drifts from the air inlet shaft to the cell. At the top <strong>of</strong> thecell, the air passes through the chamber by orifices with baffles (to protect the personnel from theirradiation risk).The air returns through the end <strong>of</strong> the cell <strong>and</strong> then through reservations made in the concrete <strong>and</strong>finally through a duct which joins the general air return system. The airflow is controlled by theperforated wall at the bottom <strong>of</strong> the cell <strong>and</strong> by adjustable valves in the ventilation ducts.DOSSIER 2005 ARGILE -ARCHITECTURE AND MANAGEMENT OF A GEOLOGICAL DISPOSAL SYSTEM181/495

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