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

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3-27<br />

Comment<br />

Comment<br />

Number Number<br />

3.h.3 p. 3.1.5 3.h.7 p. 3.1.23<br />

The definition <strong>of</strong> convection is incorrect. Convection signifies the It is stated.that interior drainage is a favorable hydrologic characteristic<br />

transport <strong>of</strong> a contaminent by a moving fluid. Thermal differences may in selecting a burial site. An example given is the Great Basin <strong>of</strong> Nevada<br />

produce fluid motions, and thermally driven convection must be considered and Utah. However, one characteristic <strong>of</strong> interior drainage is that during<br />

in the analysis <strong>of</strong> a radioactive waste repository. The usual driving wet climatic periods they can become almost completely water-covered.<br />

force for groundwater flow is the head gradient (where the head is due to This has happened in the recent geologic past in the Great Basin. Conse-<br />

elevation and pressure). The velocity and direction <strong>of</strong> flow are. governed quences <strong>of</strong> the potential for such drastic changes in the surface and<br />

by a combination <strong>of</strong> fluid properties, rock properties .and head gradients. subsurfaces water regime should be more carefully investigated before<br />

asserting that interior drainage is favorable. Interior drainage is again<br />

3.h.4 p. 3.1. favorably mentioned on page 3.1.27.<br />

Line 2: To group geologic materials into two categories, either aquifers<br />

or aquitards is misleading. A whole continuum <strong>of</strong> both permeability and 3.h.8 p. 3.1.8<br />

porosity exists which can describe an aquifer (high permeability and high Because <strong>of</strong> the complexity and nature <strong>of</strong> deep geologic and hydrologic<br />

porosity), aquitard (low permeability), and aquiclude (very low permea- Investigations, simple analysis using permeability, porosity, and hydraulic<br />

bility but may contain appreciable porosity) also known as an Impervious gradients are not sufficient. Appropriate parameters for evaluation <strong>of</strong><br />

horizon or an aquifuge (very low permeability and very low porosity). The hydrologic regimes are:<br />

local site conditions generally determine how you would classify the fluid properties<br />

hydrostratigraphic unit since these terms are <strong>of</strong>ten relative, density<br />

compressibility<br />

3.h.5 p. 3.1.6 thermal.expansion/heat capacity<br />

Line 4: A discussion is needed <strong>of</strong> piezometric levels, leakage between viscosity<br />

confined, unconfined, and various combination hydrostratigraphic units, matrix properties<br />

and how a unit may change from a phreatic, to a confined, leaky, or artesian longitudinal and transverse dispersities<br />

aquifer. vertical permeability<br />

density<br />

3.h.6 . 3.1.6 compressibility<br />

A discussion <strong>of</strong> steady state versus transient flow conditions and their storage and leakage factors along with permeability and porosity.<br />

implications on hydrostratigraphic unit storage is needed. The variability<br />

<strong>of</strong> parameters governed by the matrix plus secondary features such In addition one needs to assess the difficulty in determining these paramas<br />

faults, joints, structure, and alterations also need discussion. . eters, their uncertainties and extent to which and time required for a<br />

3-28<br />

hydrologic model to be validated and calibrated. The above items may<br />

contribute significantly to uncertainty in predicting future safe perfor-<br />

mance. They could also impact the data for initial emplacement.

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