11.07.2015 Views

Tome Architecture and management of a geological repository - Andra

Tome Architecture and management of a geological repository - Andra

Tome Architecture and management of a geological repository - Andra

SHOW MORE
SHOW LESS

You also want an ePaper? Increase the reach of your titles

YUMPU automatically turns print PDFs into web optimized ePapers that Google loves.

6 – C waste <strong>repository</strong> zone6.4.3 Distance between h<strong>and</strong>ling driftsC waste disposal compactness in a module is governed by the distance between two disposal cells in adrift <strong>and</strong> the distance between two parallel h<strong>and</strong>ling drifts. These distances depend on the application<strong>of</strong> mechanical <strong>and</strong> thermal criteria.From the mechanical angle, the distance between two neighbouring cells must be enough to preventdisturbances occurring in the volume <strong>of</strong> rock separating them. In granite, this basically depends on themechanical characteristics <strong>of</strong> the rock <strong>and</strong> the state <strong>of</strong> the natural stresses. At this stage a reasonablebase would appear to be a distance two to three times the thickness <strong>of</strong> the disposal borehole diameter,that is 4-6 m.From the thermal angle, the distance between two neighbouring cells must be enough to preventthermal interference occurring which would probably damage the clay engineered barrier. Preliminarycalculations to test the sensitivity <strong>of</strong> this distance at various foreseeable thermal characteristics forFrench granites have resulted in very close results: for interaxial distances between cells in the range6-8 m <strong>and</strong> interim storage periods <strong>of</strong> 60-70 years (reference packages C1 <strong>and</strong> C2) to century-long(reference packages C3 <strong>and</strong> C4), the thermal interference is only at its maximum at the midpointbetween two disposal boreholes (less than 60°C) after a century. When it is observed, the calculatedtemperature <strong>of</strong> the package is below 90°C [42].At the current stage, the presence <strong>of</strong> minor fracturing <strong>of</strong> the rock inside the module cannot be ruledout, but its hydraulic conductivity must be low enough not to affect the confinement functions <strong>of</strong> thevarious <strong>repository</strong> components: the rock itself at the cell sites, the disposal packages, the engineeredbarriers <strong>and</strong> backfill. This potential fracturing presence is currently managed by considering that anaverage <strong>of</strong> 10% <strong>of</strong> all possible cell locations will not be used.Thus about fifty reference packages C1-C4 (two packages per cell) <strong>and</strong> roughly 130 referencepackages C0 (five packages per cell) can be accommodated by a configuration characterised by driftsaveraging 250 m in length <strong>and</strong> with cells sited every 6-8 m6.5 <strong>Architecture</strong> <strong>of</strong> the C waste <strong>repository</strong> zoneThe C waste <strong>repository</strong> zone includes the <strong>repository</strong> modules for reference packages C0 <strong>and</strong> C1-C4distributed over two levels <strong>and</strong> their connecting infrastructures.Each <strong>repository</strong> module includes the h<strong>and</strong>ling drifts served by a shared cluster <strong>of</strong> connecting drifts.The number <strong>of</strong> h<strong>and</strong>ling drifts in a module depends both on the host block geometry <strong>and</strong> the distancethat separates two neighbouring drifts.This section presents the module dimensioning elements, followed by a description <strong>of</strong> them <strong>and</strong> the<strong>repository</strong> zone. It gives the preliminary assessments on the basis <strong>of</strong> the inventory model, <strong>of</strong> howmany modules need to be constructed <strong>and</strong> the underground footprints they will take up.6.5.1 Dimensioning elements <strong>of</strong> a <strong>repository</strong> module• Mechanical dimensioning elementsAs with the distance (pitch) between two disposal cells, there must be sufficient distance between twoneighbouring drifts to prevent perturbations occurring in the volume <strong>of</strong> rock separating them. At thisstage a pillar approaching three times the width <strong>of</strong> the drift, that is about fifteen metres wide, appearsto be the right basis for the mechanical characteristics <strong>of</strong> all French granites.Dossier 2005 granite - ARCHITECTURE AND MANAGEMENT OF A GEOLOGICAL REPOSITORY179/228

Hooray! Your file is uploaded and ready to be published.

Saved successfully!

Ooh no, something went wrong!