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UNDERSTANDING VARIATION IN PARTITION COEFFICIENT, Kd ...

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5.6.6.2.2 Limits of K d Values with Respect to Dissolved Carbonate Concentrations<br />

The dissolved carbonate content of the soils used for the regression relationships ranged from<br />

-<br />

about 0.1 to 6 meq/l (0.1 to 6 mmol/l of HCO3 ). The dissolved carbonate values were measured<br />

on saturation extracts obtained from these soils. The standard procedure for obtaining saturation<br />

extracts from soils has been described by Rhoades (1996). The saturation extracts are obtained by<br />

saturating and equilibrating the soil with distilled water followed by vacuum filtration to collect<br />

the extract. Saturation extracts are usually used to determine the pH, the electrical conductivity,<br />

and dissolved salts in soils. For soils with pH values less than 8.5, the saturation extracts typically<br />

contain less than 8 mmol/l of dissolved carbonate (Richards, 1954).<br />

The regression relationship indicates that within the range of 0.1 to 6 mmol/l of dissolved<br />

carbonate, the K d values increase with increasing dissolved carbonate values. Adsorption<br />

experiments conducted by Sanchez et al. (1985) showed however that very high concentrations<br />

(100 to 1,000 meq/l) of dissolved carbonate in matrix solution decreases Pu adsorption on<br />

goethite. The dissolved carbonates in soil saturation extracts are 3 to 4 orders of magnitude less<br />

than the concentrations used in experiments by Sanchez et al. (1985). The data by Glover et al.<br />

(1976) show that within very low concentration range of dissolved carbonate (0.1 to 6 mmol/l )<br />

found soil saturation extracts, K d values for Pu increase as a function of dissolved carbonate. This<br />

correlation may be strictly serendipitous and a more likely variable that would lead to an increased<br />

K d would be increasing pH.<br />

5.7 Radon Geochemistry and K d Values<br />

5.7.1 Overview: Important Aqueous- and Solid-Phase Parameters<br />

Controlling Retardation<br />

The migration of radon, an inert gas, in soil/water systems is not affected itself by aqueous<br />

speciation, precipitation/dissolution, or adsorption/desorption processes. Therefore, the mobility<br />

of radon is not affected by issues associated with the selection of appropriate “adsorption” K d<br />

values for modeling contaminant transport and risks in soil /water systems. Radon is soluble in<br />

water, and the hydrostatic pressure on ground water below the water table is sufficient to keep<br />

dissolved radon in solution.<br />

The generation of radon is however affected by the concentrations of its parent elements which,<br />

along with radon’s decay products, are of regulatory concern. Because aqueous speciation,<br />

precipitation/dissolution, or adsorption/desorption processes can affect the movement of radon’s<br />

parents and decay products in soils, these processes should be considered when modeling<br />

contaminant transport in a total environmental system, including air transport pathways.<br />

5.44

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