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Architecture and management of a geological repository - Andra

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4 – Waste disposal PackagesThe speed <strong>of</strong> generalised corrosion observed under these conditions during long-term corrosion tests(several years) falls over time because the protective function <strong>of</strong> the layers <strong>of</strong> corrosive products isreinforced. The average speeds observed in samples tend to be very low, between 3 <strong>and</strong> 5 µm/year fora temperature <strong>of</strong> 50 to 90°C, with instantaneous speeds lower than one µm/year after a few years.Applying conservative hypotheses, a thickness <strong>of</strong> 27 millimetres dedicated to corrosion provides for4 000 years <strong>of</strong> watertightness <strong>of</strong> the overpack.4.2.3.3 Compatibility with h<strong>and</strong>ling methodsDimensions relative to the mechanical strength <strong>of</strong> the over-pack, subjected to external pressure <strong>of</strong>12 MPa <strong>and</strong> its corrosion resistance on a millenium time scale having been established, the packagemust also be compatible with the h<strong>and</strong>ling methods used, presented in chapter 9.Three main configurations <strong>of</strong> the over-pack h<strong>and</strong>ling cycle are taken into account for design <strong>and</strong>dimensioning. The first is the vertical h<strong>and</strong>ling <strong>of</strong> the package during temporary storage operationsprior to its transfer to the package transfer shaft. The second corresponds to emplacing the package inthe disposal cell. Finally, the third one refers to the hypothesis <strong>of</strong> an eventual retrieval <strong>of</strong> the packages.• Taking into account vertical h<strong>and</strong>ling operations in surface installationsAt the end <strong>of</strong> production, disposal packages in surface installations are stored vertically. They are thenremoved <strong>and</strong> inserted into a radiological protection transfer cask for transfer to the undergroundinstallations. During these operations, the height above the ground during h<strong>and</strong>ling is about 1.60metres. Within the context <strong>of</strong> these operations, dimensioning consists <strong>of</strong> calculating the thickness <strong>of</strong>the h<strong>and</strong>ling interface <strong>and</strong> verifying the package's resistance to falling.The allowable stress (116 MPa) in the material used for the over-pack h<strong>and</strong>ling groove is defined bythe calculation rules used for lifting devices, produced by the European H<strong>and</strong>ling Federation (FEM) as2/3 <strong>of</strong> the elastic limit. The dimensions <strong>of</strong> this groove give it a robust character with respect to all thestresses induced by h<strong>and</strong>ling operations <strong>and</strong> beyond, during the mechanical loading it will experiencein a disposal situation.Several cases <strong>of</strong> dropped packages have been simulated, notably an angular fall from a height <strong>of</strong>1.6 metres, which is the height above ground during h<strong>and</strong>ling operations in surface installations. Thesecalculations were used to verify package integrity.• Taking into account operations for placing packages in the waste disposal cellThe principle for transferring C disposal packages to a disposal cell, as illustrated in Figure 4.2.5, iscarried out by sliding the package in the cell sleeve using a pusher robot.DOSSIER 2005 ARGILE -ARCHITECTURE AND MANAGEMENT OF A GEOLOGICAL DISPOSAL SYSTEM138/495

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