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Management of Commercially Generated Radioactive Waste - U.S. ...

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Potential Events<br />

6.24<br />

TABLE 6.1.6. Estimated Consumption <strong>of</strong> Critical Resources<br />

Material Spent Fuel HLW<br />

Carbon Steel, MT 3.3 x 10 6 6.8 x 10 5<br />

Stainless Steel , MT 8.4 x 10 4 2.3 x 10 4<br />

Components<br />

Chromium, MT 1.4 x 10 4 4.6 x 10 3<br />

Nickel, MT 7.5 x 10 3 2.0 x 10 3<br />

Tungsten, MT 3.0 x 103 0.5 x 10 3<br />

Copper, MT 1.3 x 103 1.9 x 10 3<br />

Lead, MT 1.3 x 10 4 2.9 x 10 3<br />

Zinc, MT 1.2 x 103 0.6 x 10 3<br />

Aluminum MT 1.3 x 10 3 1.2 x 10 3<br />

Water, m3 2.0 x 108 5.9 x 10 7<br />

Concrete, m 3 1.9 x 106 1.3 x 106<br />

Lumber, 10 4 m 3 5.6 x 10 4 3.8 x 104<br />

Clays, 10 6 MT 9.2 x 106 1.5 x 106<br />

The long-term impact <strong>of</strong> a VDH repository on the ground-water regime would be governed<br />

essentially by the nature <strong>of</strong> the deep ground-water system. Because <strong>of</strong> the great depth <strong>of</strong> em-<br />

placement and the larger volume <strong>of</strong> rock available to absorb the energy released by radio-<br />

active decay, the deep ground-water system probably would not be appreciably perturbed by the<br />

waste itself. If the deep hole were located within a recharge zone or in a zone <strong>of</strong> lateral<br />

movement, the distance to the biosphere along the path <strong>of</strong> flow might be so long and the<br />

velocities so low that isolation might be effectively achieved. Furthermore, the transport<br />

<strong>of</strong> radioactive contaminants by the flowing water would also be greatly retarded by the<br />

increased residence times and the increased time for interaction <strong>of</strong> the contaminant with the<br />

host rock.<br />

Engineering Failure <strong>of</strong> Isolation Mechanism. The principal engineered isolation mechan-<br />

ism for this waste disposal system would be the containment seal. After emplacing the<br />

nuclear waste in the deep boreholes, the holes would be sealed to isolate the waste from the<br />

biosphere. This isolation would have to be sustained for tens to hundreds <strong>of</strong> thousands <strong>of</strong><br />

years for HLW. Not only would it be necessary to seal the borehole itself, but considera-<br />

tion would have to be given to plugging any damage that could have occurred around the hole.<br />

The loss <strong>of</strong> the integrity <strong>of</strong> this containment seal might provide a pathway for the waste<br />

into the biosphere. The impact on the environment resulting from such a failure could be

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