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Architecture and management of a geological repository - Andra

Architecture and management of a geological repository - Andra

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• Absence <strong>of</strong> a significant impact on the safety functions <strong>of</strong> structures <strong>and</strong> on thefavourable properties <strong>of</strong> the <strong>geological</strong> mediumThe monitoring equipment used must not affect long-term safety. On the one h<strong>and</strong>, this concerns anyirreversible changes caused by monitoring equipment during operation <strong>of</strong> the <strong>repository</strong> <strong>and</strong>, on theother, the consequences <strong>of</strong> ab<strong>and</strong>oning some <strong>of</strong> the equipment in the structures after they have beenclosed.First <strong>and</strong> foremost, the layer <strong>of</strong> undisturbed host rock between the <strong>repository</strong> <strong>and</strong> the adjacent layersmust not be disturbed by the presence <strong>of</strong> instruments. The measurements made in the various Callovo-Oxfordian horizons shall thus either be non intrusive, or situated in the near field <strong>of</strong> the shafts <strong>and</strong>underground structures.The risk <strong>of</strong> a chemical impact must also be taken into consideration. It shall be overcome by selectingmeasuring instruments made from appropriate materials: The materials inserted (metals, silicas etc.)<strong>and</strong> any <strong>of</strong> their corrosion products are similar to those also used in the construction <strong>of</strong> the structures.Special care shall be taken to ensure that no organic materials areintroduced into the <strong>repository</strong>, forexample in the form <strong>of</strong> hydraulic fluids present in pressure cells. The risk <strong>of</strong> impact on the evolution<strong>of</strong> the excavation damaged zone on cell walls depends on any voids that monitoring equipment mightcause in the long term after their complete degradation. However, the volumes occupied by measuringinstruments are small compared to the structure construction <strong>and</strong> package emplacement clearances.For the same reasons, the presence <strong>of</strong> monitoring equipment inserted into a swelling clay buffer or aseal does not compromise the swelling <strong>and</strong> space-filling capacity <strong>of</strong> the clay they are made <strong>of</strong>.Finally, <strong>and</strong> above all, the use <strong>of</strong> signal transmission equipment requires particular attention in order toavoid any downgrading <strong>of</strong> the hydraulic behaviour <strong>of</strong> the <strong>geological</strong> environment <strong>and</strong> seals. In fact,the presence <strong>of</strong> cables or fibre optics could create short-circuits for water flow <strong>and</strong> the transfer <strong>of</strong>radioactive nuclides. Three possible approaches are considered in this respect: not to pass cables oncea seal is being constructed, tolerate cables through seals during a transitional period, then restore theseal, or by-pass the seal during a transitional period, then seal the lateral borehole used for thispurpose.Avoiding passing cables requires either that measurements upstream <strong>of</strong> the seal are ab<strong>and</strong>oned as soonas it is constructed, or the use <strong>of</strong> wireless transmission through the <strong>geological</strong> medium or through theseal. The latter option represents an interesting option for development. It is based, in particular, onexperience feedback from the oil industry <strong>and</strong> is used in the Meuse/Haute-Marne undergroundlaboratory (EPG probe). Furthermore, the feasibility <strong>of</strong> wireless transmission in the specificenvironment <strong>of</strong> disposal cells is the subject <strong>of</strong> a research <strong>and</strong> development programme betweenANDRA <strong>and</strong> the Japanese Radioactive Waste Management Funding <strong>and</strong> Research Centre (RWMC).In particular, the question <strong>of</strong> operational life expectancy must be examined.The temporary passing <strong>of</strong> cables could also be envisaged when constructing seals consisting <strong>of</strong> precompactedswelling clay bricks. During final closing, the seals could be renewed by recovering thecables, for example by over-coring, followed by sealing the excavation thus made.DOSSIER 2005 ARGILE -ARCHITECTURE AND MANAGEMENT OF A GEOLOGICAL DISPOSAL SYSTEM391/495

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