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Architecture and management of a geological repository - Andra

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5 – Repository Modules- The alkaline disturbance transforms smectites (swelling) into illites (non-swelling). It is associatedwith the presence <strong>of</strong> concrete (retaining plug <strong>and</strong> access drift lining). It develops axially, from thebearing face <strong>of</strong> the clay plug. The studies assess its extension as being 0.60 m after 100 000 years<strong>and</strong> under 2 m after a million years95. The disturbance can affect part <strong>of</strong> the plug but it does notreach the clay buffer <strong>of</strong> the inside part <strong>of</strong> the cell [71], [58].• Specific thermal dimensioning characteristics <strong>of</strong> spent fuel cells <strong>and</strong> modulesThe short-term thermal dimensioning criterion <strong>and</strong> calculation procedure remain identical to thoseused for type C waste (see section 5.2.3.3). Like type C cells, the thermal dimensioning <strong>of</strong> spent fuelcells depends on (i) the age (or the heat rating) <strong>of</strong> the packages on the date <strong>of</strong> placing in the <strong>repository</strong>,(ii) the distance between adjacent cells (inter-axial distance or Px pitch), (iii) the distance between thedisposal cell ends (Dy pitch), (iv) the number <strong>of</strong> packages per cell (N).However, spent fuels differ from type C waste by their initial high thermal rating, which reduces from7 000 watts to 1 000 watts in 100 years, <strong>and</strong> by their slow temperature decrease (see figure 3.2-21chapter 3). Furthermore, the concept using buffers introduces the following additional thermal data:- an 800 mm thick buffer whose thermal conductivity is lower than that <strong>of</strong> the <strong>geological</strong> medium;- two additional functional clearances around the buffer;- an increase in the minimum pitch between cells which, for geotechnical reasons, is approximately13 meters for type CU2 cells <strong>and</strong> 16.5 meters for type CU1 cells.As a result, the horizontal footprint <strong>and</strong> excavated volume <strong>of</strong> spent fuel modules are larger than those<strong>of</strong> type C waste modules.Results <strong>of</strong> the thermal dimensioning for the various spent fuel packagesThe <strong>repository</strong> module architectures described here have been defined for a pre-disposal storage timecorresponding to an earliest package disposal age for the concepts proposed, namely 60 years for typeCU1 packages <strong>and</strong> 90 years for type CU2 packages. For these pre-disposal storage times, thehorizontal footprints occupied by the type <strong>of</strong> package disposed in a module are summarised in Table5.3.2. The corresponding cells are shown in Figure 5.3.14.Table 5.3.2Footprint areas required for the disposal <strong>of</strong> spent fuelsDisposal package modulesLong CU 1 96 Short CU 1 97 CU2Age (years) : pre-disposal storage time 60 60 90Horizontal footprint (m 2 /packagedisposed)385 301 346No. Number <strong>of</strong> packages per cell 3 4 3Px (m) inter-axial distance between cells 22.5 22.5 24Dy (m) : DistBetween disposal cell ends 20 20 20Lua (m) : Inside length <strong>of</strong> the cell. 32 32 34.5Pc (m) : Pitch between packages 98 . 7.5 4.2 10.395969798This extension varies by a few decimetres depending on the heat rating released by the packages.Long CU1 = type AFA-2L2 package from 1300/1450 Mwe reactors; length = 5 390 mmShort CU1 = type AFA-2G2 package from 900 Mwe reactors; length = 4,640 mmThe actual pitch between packages will be adjusted according to the effective length <strong>of</strong> the buffers (constraints associated with h<strong>and</strong>lingequipment, notably the transfer cask)DOSSIER 2005 ARGILE -ARCHITECTURE AND MANAGEMENT OF A GEOLOGICAL DISPOSAL SYSTEM244/495

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