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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 Modules5.3.1.1 Heat release <strong>management</strong>Fission products <strong>and</strong> actinides are the sources <strong>of</strong> the heat released from spent fuel packages. Thisrelease decreases as a function <strong>of</strong> the half-life <strong>of</strong> the radioactive nuclides. The presence <strong>of</strong> a largequantity <strong>of</strong> actinides may induce a slower temperature decrease than for type C waste (as in the case <strong>of</strong>type CU1 <strong>and</strong> CU2 packages). On the other h<strong>and</strong>, type CU3 spent fuels have a level more akin to that<strong>of</strong> medium heat generating type C0s. Such considerations lead to the disposal <strong>of</strong> the different types <strong>of</strong>spent fuel in separate zones.Two thermal criteria must be observed, as for type C waste:- the first criterion consists <strong>of</strong> maintaining a temperature <strong>of</strong> under 100°C in the cell (the cell thusremains in a domain in which the combined thermal, hydro, mechanical <strong>and</strong> chemical phenomenaare known <strong>and</strong> understood). As for type C cells, <strong>and</strong> for the same reasons concerning the<strong>management</strong> <strong>of</strong> modelling uncertainties, this criterion results in the requirement to ensure that theclay wall temperature does not exceed 90 C. This criterion, localised to argilite walls in the case <strong>of</strong>type C waste cells, applies to the interior wall <strong>of</strong> the clay engineered barrier in the case <strong>of</strong> spentfuel cells.- the second criterion is aimed at preventing significant mineralogical changes in the argilite <strong>and</strong>, inparticular, in the swelling clay <strong>of</strong> the engineered barrier, which would reduce its ability to swell(transformation <strong>of</strong> the swelling smectites into non-swelling illites). As for type C waste cells, acheck is made to ensure that the temperature drops back below 70°C after around a thous<strong>and</strong>years.5.3.1.2 A favourable physico-chemical environment for the packagesThe immediate environment <strong>of</strong> the packages should form a diffusive hydraulic barrier (homogeneousmaterials with low permeability <strong>and</strong> with a diffusion coefficient that is as low as possible), so that thecell functions as a closed chemical system. This situation provides a chemical balance between thepackage’s components (envelopes <strong>and</strong> ceramic pellets forming the fuel) <strong>and</strong> the water in contact withthem. It makes it possible to limit the alteration <strong>of</strong> the packages <strong>and</strong> assemblies.The pH must be maintained in the range 6-9, the range in which the pellet dissolution model is valid.These properties are provided jointly by the swelling clay engineered barrier <strong>and</strong> the surroundingargilite (reference solution for type CU1 <strong>and</strong> CU2 cells) or by the argilite protected from damage, forcells without a clay engineered barrier (CU3).5.3.2 Design principles usedThe key parameters used are the same as for type C waste. The cells in a dead end configuration (tocontrol water circulation), with a single row <strong>of</strong> packages in each section (to dissipate the heat releasedby the packages); they are placed in a middle section <strong>of</strong> the formation (to preserve undisturbed argilitethickness).The main design questions concern the orientation <strong>of</strong> the cells (horizontal or vertical), the presence orotherwise <strong>of</strong> an swelling clay buffer, its fitting (integrated into the package or separate from it), thechoice <strong>of</strong> cross-section (as near as possible to the package or providing h<strong>and</strong>ling room or ventilationspace) <strong>and</strong> the choice <strong>of</strong> materials (concrete or steel for linings; concrete or swelling clay for theengineered barrier).DOSSIER 2005 ARGILE -ARCHITECTURE AND MANAGEMENT OF A GEOLOGICAL DISPOSAL SYSTEM230/495

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