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Tome Architecture and management of a geological repository - Andra

Tome Architecture and management of a geological repository - Andra

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3 – Design study <strong>of</strong> a <strong>repository</strong> in a granite formation• A physical <strong>and</strong> chemical environment suitable for waste packagesDisposal cell design seeks to provide a suitable physico-chemical environment for waste <strong>and</strong> packagesin order to control changes in state over time <strong>and</strong> help limit release <strong>of</strong> radionuclides. Such anenvironment is ensured i) by the materials used for waste over-packs, which are selected according totype, volume, radiological inventory <strong>and</strong> chemical nature <strong>of</strong> the waste, <strong>and</strong> ii) as well as by engineeredbarriers.For B waste containing metal elements (B1, B3, B4 <strong>and</strong> B5 reference packages), the aim is to limitcorrosion by providing a favourable chemical environment (reducing potential, pH 10 to 12.5), inparticular by using concrete for waste over-packs. For bituminised B waste, the aim is to maintain, onthe long-term, bitumen confinement properties (B2 reference package) by controlling chemicalconditions <strong>and</strong> temperature (between 20 <strong>and</strong> 30°C).For C waste <strong>and</strong> spent fuel, emplacing clay buffers between package <strong>and</strong> granite rock attenuateschemical interaction between packages <strong>and</strong> granite groundwater.• Leak-tight or very low permeability disposal packages over a sufficiently longperiod <strong>of</strong> timeIn order to ensure complementarity with the <strong>geological</strong> barrier, primary packages are inserted inadditional containers, to constitute disposal packages. A study has been carried out in order to ensureleak-tightness or very low permeability over sufficiently long periods <strong>of</strong> time which depends on kinds<strong>of</strong> waste <strong>and</strong> their radiological inventories.A concrete disposal package has been chosen for B waste. For some types (B1 <strong>and</strong> B5 packages,which have major radioactive content <strong>and</strong> do not release gas), disposal packages have long-termconfinement properties (around ten thous<strong>and</strong> years). This performance is achieved by using a speciallyadapted concrete formulation (with very low permeability <strong>and</strong> porosity) <strong>and</strong> a specific design (closingmethod). This type <strong>of</strong> container limits the amount <strong>of</strong> water reaching primary packages as well asradionuclides release for this period <strong>of</strong> time.For C waste packages, the aim is to prevent water from coming into contact with the glass for severalthous<strong>and</strong> years. This period concerns the thermal phase (i.e. the period when the temperature at theheart <strong>of</strong> the glass is over 50°C) during which glass alteration phenomena are accelerated. Theproposed design is based on a very thick steel container.For spent fuel, a copper container is proposed, with long term leak-tightness property (up to severalhundred thous<strong>and</strong> years). In contrast to C waste, radionuclides are not trapped in a confinement matrix(a fraction <strong>of</strong> the radionuclides is released upon contact with water, <strong>and</strong> the remainder is releasedgradually as the uranium oxide matrix dissolves). This option is based on the ‘KBS-3’ coppercontainer a concept adopted in Sweden (SKB) <strong>and</strong> Finl<strong>and</strong> (Posiva). It was adopted by <strong>Andra</strong> at thisgeneric design phase. Site data could justify revision <strong>of</strong> this option if architecture adaptation to granitemassif fracturing <strong>and</strong> engineered structures (backfills <strong>and</strong> seals) provide a sufficiently long transfertime in the <strong>geological</strong> medium to ensure radioactive decay <strong>of</strong> radionuclides.3.3.3 Limiting granite disturbances by the <strong>repository</strong>While the <strong>repository</strong> design aims to take the most <strong>of</strong> the favourable properties <strong>of</strong> granite, it should beensured that <strong>repository</strong> construction <strong>and</strong> its long-term evolution do not aversely affect the properties <strong>of</strong>the granite medium. The various arrangements studied involve structure dimensioning, choice <strong>of</strong>materials for engineered components <strong>and</strong> the disposal process.Dossier 2005 Granite - ARCHITECTURE AND MANAGEMENT OF A GEOLOGICAL REPOSITORY45/228

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