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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 ModulesTable 5.2.1Functions <strong>and</strong> main components <strong>of</strong> the C waste cell <strong>and</strong> moduleFunctionsPeriodMetal sleevePlug <strong>and</strong> metal shielded trapdoorCell plugSpacersModule sealingAccess drift backfillTransfer the packages to theirdisposal locationOperations XMechanically support the structuresOperation <strong>and</strong>observationXProtect persons against irradiationOperation <strong>and</strong>observationX xEnable the disposal packages to be Operation <strong>and</strong>retrievedobservationX xPrevent circulation <strong>of</strong> water After closure x XLimit release <strong>of</strong> radionuclides <strong>and</strong>immobilise them in the <strong>repository</strong>After closure x XDelay <strong>and</strong> attenuate migration <strong>of</strong>radionuclidesAfter closurexLimit mechanical deformation in theCallovo-Oxfordian argilitesAfter closure x x x x XDissipate heat All x XDivide the <strong>repository</strong> After closure XCaptions: X component essential to performance <strong>of</strong> a functionx component contributing to a function* Module separation <strong>of</strong> the <strong>repository</strong> does not constitute, strictly speaking, a safety function, but is a device adopted with safett objectivesin mind5.2.2.3 Solutions adopted abroadA number <strong>of</strong> countries are examining underground repositories for waste similar to French category Cwaste.In Belgium, the ONDRAF is looking at concepts for disposal in plastic clay (Boom clay) at a depth <strong>of</strong>about 200 m.The SAFIR 2 (2001) file [63] presents a concept in which the disposal packages are placed in astainless steel sleeve centred in the cell. The cell is a circular drift 2.4 m in diameter (see Figure 5.2.3).The packages are surrounded by a swelling clay barrier about 80 cm thick consisting <strong>of</strong> prefabricatedblocks <strong>of</strong> swelling clay mixed with s<strong>and</strong> <strong>and</strong> graphite. A concrete lining about 25 cm thick supportsthe ground. The drifts housing the packages are either through-passages or dead-ends (see Figure5.2.4). At emplacement, the packages have to be translated over about 200 m through the stainlesssteel tube.DOSSIER 2005 ARGILE -ARCHITECTURE AND MANAGEMENT OF A GEOLOGICAL DISPOSAL SYSTEM198/495

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