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Architecture and management of a geological repository - Andra

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4 – Waste disposal Packages4.2.3.2 Performances• Thickness <strong>of</strong> the envelope <strong>and</strong> lifetimeThe over-pack described in the previous section, has a degree <strong>of</strong> water-tightness in a disposalsituation, designed to last at least a millenium.This period covers the thermal phase, during which the core temperature <strong>of</strong> the glass exceeds 50°C.Indeed, the thermal phase 40 is evaluated to last about 150 years for C0 type packages, about 500 yearsfor C1/C2 type packages <strong>and</strong> about 1 000 years for C3/C4 type packages (see Figure 4.2.4). Theseevaluations result from three-dimensional digital modelling <strong>of</strong> heat conduction in the <strong>repository</strong> (thismodelling <strong>and</strong> its input data are described in section 5.2). They are based on (i) the age <strong>of</strong> 60 to70 years on entering the <strong>repository</strong>, for C1.C2 <strong>and</strong> C3.C4 packages respectively, (ii) a configuration <strong>of</strong>disposal cells <strong>and</strong> overall architecture dimensioned 41 for a maximum temperature <strong>of</strong> 100°C at theinterface between the disposal packages <strong>and</strong> the cell [10].Temperature Température the à la surface surface <strong>of</strong> disposal du colis package de stockage between entre 0 <strong>and</strong> 0 et 1600 years ansTempérature (C°)10090807060504030200 200 400 600 800 1000 1200 1400 1600Nombre d'années Number <strong>of</strong> aprés years la after mise disposal en stockageColis C3Colis C4Colis C1/C2Colis COFigure 4.2.4Evolution over time <strong>of</strong> the temperature <strong>of</strong> vitrified waste containersTo ensure water-tightness over at least a millenium, dimensioning <strong>of</strong> the effective thickness <strong>of</strong> theover-pack is based on the sum <strong>of</strong> the following two terms:- a thickness <strong>of</strong> 28 millimetres for the shell <strong>and</strong> 50 millimetres for the base <strong>and</strong> the lid, to guaranteethe object's resistance against the mechanical stresses likely to be exerted over this scale <strong>of</strong> time;- an extra thickness <strong>of</strong> 27 millimetres, defined by a penalising method, corresponding to loss <strong>of</strong>substance due to generalised corrosion.• Mechanical dimensionsThe dimensions <strong>of</strong> the over-pack are such that it can resist stresses linked to vertical h<strong>and</strong>ling insurface installations <strong>and</strong> during transfer <strong>and</strong> horizontal h<strong>and</strong>ling when being inserted into the disposalcell. This point will be covered in section 4.2.3.3.In the disposal cell, as long as it has an intact sleeve, the packages are not subjected to any mechanicalstress. However, eventually the sleeve will corrode <strong>and</strong> gradually lose its mechanical strength.Deferred rock deformations will close the clearance between the rock <strong>and</strong> the sleeve <strong>and</strong> then exertslowly increasing pressure on the sleeve (estimated at a maximum <strong>of</strong> about 5 MPa at 300 years [13]).A transient thermomechanical stress generated by the release <strong>of</strong> heat from the packages is added to thepressure, wich is due to creep <strong>and</strong> to the resaturation <strong>of</strong> the argillites. After several centuries, thetemperature tends to even out in <strong>and</strong> around the cell. The thermomechanical stress has then fallen(from a maximum <strong>of</strong> 4 MPa to a residual value estimated at about 1.6 MPa [13]).4041The duration <strong>of</strong> the thermal phase increases with the maximum temperature in the <strong>repository</strong>. It also depends on the age <strong>of</strong> the waste oninstallation in the <strong>repository</strong>. The thermal phase is also sensitive to the modularity <strong>of</strong> the storage zone: it falls with the increased volume<strong>of</strong> each module <strong>and</strong> the distances between modules.The concepts studied are based on heat dissipation by conduction in the rockDOSSIER 2005 ARGILE -ARCHITECTURE AND MANAGEMENT OF A GEOLOGICAL DISPOSAL SYSTEM136/495

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