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168   CONTAMINANT SORPTION TO SOILS AND NATURAL SOLIDS

           tions. Whereas the single-solute sorption data apply to most laboratory studies,
           the behavior of a contaminant in natural systems at low  C e/S w will depend
           strongly on system conditions. The principal deciding factors for nonpolar
           contaminants are the amount of HSACM relative to SOM, the contaminant
           solubility, and the number and amount of other coexisting contaminants. If the
           HSACM content is small, the sorption coefficients of most nonpolar solutes
           should be relatively constant over the typical environmental concentration
           range (i.e., at subparts per million or higher), as the linear partition to SOM
           would outweigh the nonlinear adsorption on HSACM. This is expected to be
           especially the case for all nonpolar contaminants with very low S w values (e.g.,
           chlorinated hydrocarbons, PCBs, and PAHs) because at environmentally sig-
           nificant concentrations they will be placed at relatively high C e/S w values (i.e.,
           they will easily fall into the partition-dominated range). In the evaluation of
           the sorption coefficient (K om or K oc) of a contaminant at low C e/S w in natural
           systems, it is also imperative to keep in mind the effect of mutual solute com-
           petition on the sorption behavior of individual solutes. The possible outcome
           of this effect is outlined as follows.
              If the system contains multiple solutes and the HSACM content is low, the
           nonlinear sorption would be most significant when there are only few co-
           existing solute species and/or if the solutes are at extremely low C e/S w values.
           However, if the system contains a dominant component (of high C e/S w value),
           the sorption of all nonpolar solutes, irrespective of the number of solute
           species, at low C e/S w values should become relatively linear because of adsorp-
           tive suppression by the dominant species on HSACM. In this case, the sorp-
           tion coefficients of all contaminants, including the dominant species, should
           conform largely to their respective linear partition coefficients with SOM. The
           same should apply for nonpolar solutes if the system contains a large number
           of solute species, each at about the same  C e/S w value. For polar solutes in
           multiple-solute systems, where the major cause for sorption nonlinearity is
           the SOM content, or the specific clay content on rare occasions, the sorption
           coefficients could be subject to greater variation with solute concentration,
           since suppression of the nonlinear sorption in this case requires higher co-
           solute C e/S w values and more specific co-solute polarity. Nonetheless, if a pow-
           erful polar contaminant (e.g., phenol) dominates, the nonlinear sorption
           effects of the less-polar contaminants should again be greatly diminished. The
           observed suppression of the nonlinear sorption of a given polar solute by polar
           co-solutes from other classes reduces the complexity of the multiple-solute
           system.


           7.3.8 Influence of Dissolved and Suspended Natural Organic Matter
           For many highly water-insoluble compounds, the term log (g w /g w *) often has a
           more significant impact on the logK om value in soil–water systems [Eq. (7.11)]
           than, say, on logK ow values in octanol–water systems [Eq. (5.1)]. In soil–water
           mixtures, the term g w /g w * expresses the enhancement of solute concentration
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