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Architecture and management of a geological repository - Andra

Architecture and management of a geological repository - Andra

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11 – Operational SafetyTable 11.8.1 Main characteristics <strong>of</strong> the disposal packages studied [41]Primary packageNature <strong>of</strong> the wastesNumber <strong>of</strong> primarypackages perdisposal packageB2.1 : bituminised sludge 4B5.2 (CSD-C) : mix <strong>of</strong> hulls <strong>and</strong>end caps, <strong>and</strong> technologicalwastes11.8.1.1 Fall scenario4Type <strong>of</strong> containerSt<strong>and</strong>ard container(the body <strong>and</strong> the prefabicatedlid are in fiber <strong>and</strong> steel rodreinforced concrete)Container with reinforcedretention capability(the prefabicated body <strong>and</strong> thepoured in place individual lidsare in fiber reinforced concrete)Weight <strong>of</strong> thedemonstrators (t)6.112.3The retained fall scenario is based on the assumption <strong>of</strong> a flipping <strong>and</strong> turning over <strong>of</strong> the wastedisposal package followed by a vertical fall <strong>of</strong> the package onto a corner <strong>of</strong> the cover on a rigid soil.The centre <strong>of</strong> gravity <strong>of</strong> the package is located vertical to the point <strong>of</strong> impact. For the primary packagelocated near to the impacted corner., this configuration appears more severe than the case <strong>of</strong> a ″fall ona flat surface″ or a ″fall on an edge″.Figure 11.8.1Installation <strong>of</strong> the drop-test demonstrator (package B5.2 - CEA/CESTA TestCentre - Gironde)The fall height <strong>of</strong> 6 m 189 corresponds to the maximum h<strong>and</strong>ling height in <strong>of</strong> the disposal packagesduring emplacement in the disposal cells.189 The fall height is defined as the distance at the start <strong>of</strong> the fall between the point <strong>of</strong> impact (lower corner <strong>of</strong> the cover) <strong>and</strong> the ground.DOSSIER 2005 ARGILE -ARCHITECTURE AND MANAGEMENT OF A GEOLOGICAL DISPOSAL SYSTEM478/495

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