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

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6.108<br />

volume <strong>of</strong> geologic data (stratigraphy, lithology, petrography) exists for potential disposal<br />

areas. These data have been gathered for basic geologic research or as a result <strong>of</strong> resource<br />

exploration and exploitation. However, the existing data are considered suitable for only<br />

conceptual, generic studies and identification <strong>of</strong> candidate sites.<br />

Geohydrology. Modeling to predict waste extent and nuclide transport would be required<br />

for both liquid and grout injection. In the past decade, numerical modeling methods using<br />

finite-difference and finite-element techniques have been developed using available highspeed<br />

digital computers (Pinder and Gray 1977, Remson et al. 1971). Two- and three-dimensional<br />

fluid-flow techniques with thermal and stress dependency are available. Computer<br />

codes also exist for the analysis <strong>of</strong> radionuclide transport, including the effects <strong>of</strong> decay,<br />

adsorption, and dispersion (Burkholder 1976). However, these analytical techniques are limited<br />

because <strong>of</strong> an insufficient data base and incompletely defined constitutive parametric<br />

relationships.<br />

State-<strong>of</strong>-the-art testing techniques include the use <strong>of</strong> multiple devices to isolate sections<br />

<strong>of</strong> the borehole. These devices provide for reduction in measurement error through improved<br />

control <strong>of</strong> bypass leakage. The multiple devices also help determine directional permeability<br />

(Maini et al. 1972). Multiple hole analyses are used to define the direction and<br />

magnitude and measure <strong>of</strong> rock mass permeability (Rocha and Franciss 1977, Lindstrom and<br />

Stille 1978). Because rock properties are directionally dependent, particular consideration<br />

must be given to methods <strong>of</strong> analyzing field data before a well injection site could be<br />

chosen.<br />

Drilling and Injection Technology. The well injection disposal would require relatively<br />

simple engineering design, construction, and operation. Oil well drilling technology, funda-<br />

mental to the concept, is available and well proven.<br />

The deep well injection disposal method has been applied in the United States for natural<br />

wastes, in particular, oil-field brines, and for industrial wastes, such as steel pickle<br />

liquors, uranium mill wastes, and refinery and chemical process wastes(a). The deepest<br />

waste injection well completed and operated to date was at Rocky Mountain Arsenal, where<br />

fractured Precambrian gneiss, at a depth <strong>of</strong> 3,660 m (12,000 ft), was used as the disposal<br />

formation (Pickett 1968).<br />

Shale grout injections <strong>of</strong> remotely handled TRU wastes have been carried out at ORNL at a<br />

depth <strong>of</strong> about 275 m (900 ft) (ERDA 1977). Over 6.8 x 106 1 (1.8 x 106 gal) <strong>of</strong> waste<br />

containing primarily 1 3 7 Cs (523,377 Ci) with a lesser amount <strong>of</strong> 9 0 Sr (36,766 Ci), toge-<br />

ther with minor quantities <strong>of</strong> other radionuclides have been injected over 10 years.<br />

(a) Such applications are described in DeWitt 1961, Pinder and Gray 1977, Remson et al.<br />

1971, Burkholder 1976, Maini et al. 1972, Rocha and Franciss 1977, Trevorrow et al.<br />

1977, Lindstrom and Stille 1978, White 1965, Hult et al. n. d., Pickett 1968, Warner<br />

and Orcutt 1973, Lunn and Arlin 1962, Clebsch and Baltz 1967, Spitsyn et al. 1973,<br />

Capitant et al. 1967, and Roedder 1959.

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