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Architecture and management of a geological repository - Andra

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11 – Operational SafetySuch a damage level doesn’t seem probable as it appears from the fall simulation results. However, asa precaution, design measures aimed at preventing any water from being in the shaft would have to beretained (cf. § 11.2.2.2) to completely exclude this risk.11.7.4 ConclusionIn the transfer phase <strong>of</strong> packages in the shaft, the risk <strong>of</strong> the cage falling represents a very lowprobability <strong>of</strong> occurrence because <strong>of</strong> the recommended preventive measures. Despite thesearrangements, should the moving body free fall in the shaft, the presence <strong>of</strong> a fall shock absorber inthe shaft bottom would allow limiting damage to the transfer transfer cask, which would preserve itsmechanical integrity according to the results obtained from the simulation studies.However, due to the uncertainties <strong>of</strong> the fall simulations (definition <strong>of</strong> the moving body, fallconditions), the possibility <strong>of</strong> a release <strong>of</strong> radionuclides into the environment at the reject point wasconsidered. In order to assess the radiological consequences <strong>of</strong> such an event, various illustrative caseswere defined under a parametric approach. Thus, technical solutions could be proposed to limit therelease <strong>of</strong> the radionuclides : one solution would consist <strong>of</strong> trapping the radionuclides by a filtration <strong>of</strong>the exhaust air at the ventilation shaft ; another would be to isolate the area comprising the wastetransfer shaft <strong>and</strong> the reject point to prevent any risk <strong>of</strong> spreading. In both cases, the installationswould have to be securised <strong>and</strong> control measures taken before proceeding, if necessary, withdecontamination operations.The risk <strong>of</strong> criticality associated with a fall <strong>of</strong> a spent fuel package is not imaginable because <strong>of</strong> all thearrangements proposed to limit package damaging <strong>and</strong> because <strong>of</strong> the absence <strong>of</strong> water in the shaft.11.8 Study <strong>of</strong> the consequences <strong>of</strong> a B waste disposal package falling duringits emplacement in disposal cellsB waste disposal packages are emplaced by a vehicle remotely controlled by an operator locatedoutside the cell. After the risk analysis, an accidental scenario was retained where a package would fallin a disposal cell while being stacked at the upper level <strong>of</strong> a package pile, that is, at a maximum heighton the order <strong>of</strong> 4 to 6 m (cf.Figure 11.8.1). This scenario is an envelope scenario with respect to theh<strong>and</strong>ling operations in all the facilities.The simulations [107], supplemented with actual size fall test, first characterize the mechanicalconsequences <strong>of</strong> the fall on the waste packages <strong>and</strong> then estimate what could be the possibleradiological consequences.11.8.1 Assessment <strong>of</strong> the mechanical consequences <strong>of</strong> B waste packages falling in a disposal cellThe assessment <strong>of</strong> the mechanical consequences <strong>of</strong> a package falling was made for the two types <strong>of</strong>containers considered: st<strong>and</strong>ard container <strong>and</strong> container with reinforced retention capability. They arerepresented by a type B2.1 package <strong>and</strong> a type B5.2 package respectively. Their main characteristicsare listed in Table 11.8.1.DOSSIER 2005 ARGILE -ARCHITECTURE AND MANAGEMENT OF A GEOLOGICAL DISPOSAL SYSTEM477/495

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