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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 ModulesThe internal sleeve <strong>of</strong> the spent fuel cells is <strong>of</strong> the same type as that <strong>of</strong> type C cells. Its thickness isadapted to the diameter <strong>of</strong> the packages. It would be possible to install fittings to make it easier toguide <strong>and</strong> retrieve packages (for example rails or shims or ceramic linings).Figure 5.3.12Internal equipment <strong>of</strong> the CU1 sleeve• Components <strong>and</strong> functions <strong>of</strong> the cell head in the operating configurationThe metal lining is identical to that described on the inside <strong>of</strong> the cell, except that there are noperforations in the head <strong>of</strong> the cell.The swelling clay buffer rings in the future sealing zone are identical to the rings around thepermanent sleeve.The prefabricated concrete rings are the same size as the swelling clay rings. These rings support thetemporary sleeve during package insertion. They participate in radiological protection. They confinethe clay during its re-saturation <strong>and</strong> transfer the clay swelling thrust to the access drift.• Description <strong>of</strong> the access driftThe size <strong>of</strong> the access drift depends on the spent fuel package h<strong>and</strong>ling requirements. Due to theirlength, the packages are transported lengthwise in the drift. Consequently, they have to be turned orpivoted in order to insert them in the cell.For the current section, the size <strong>of</strong> the passage for the package transporter is approximately 4 m by4 m. Its inclusion in a roughly circular section requires an internal diameter <strong>of</strong> approximately 6 m.This figure is close to that <strong>of</strong> the drift for type C modules; the support <strong>and</strong> lining can thus be thesame 94 : support by 4 m rock bolts <strong>and</strong> shotcrete, metre thick B60 concrete lining poured in-situ.94The excavated section should be optimised: the useable section given, elliptical in shape, minimises stresses <strong>and</strong>, thereforer, thethicknesses <strong>of</strong> the coating; however, a shape more akin to the transporter’s square cross section would allow a smaller useable section.DOSSIER 2005 ARGILE -ARCHITECTURE AND MANAGEMENT OF A GEOLOGICAL DISPOSAL SYSTEM241/495

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