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Page Title: Relationship Between Sediment and Pore Water Concentrations
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The difference between this concentration and the concentration in the overlying
water defines the driving force for contaminant release to that water. In addition,
it is normally this concentration that defines the sediment quality criteria because
it is this concentration that defines the contaminant levels to which benthic
organisms are exposed. Benthic organisms are generally the most sensitive
organisms in the sediment environment, and any contaminants that they may
accumulate may be transferred higher in the food chain. Isolation of contami-
nants from these benthic organisms is one of the most important motivations for
placement of a cap. The objective is to place a cap of sufficient thickness to
realize this isolation.
Relationship Between Sediment and Pore Water
Concentrations
Equation B1 defines an observed partition coefficient between the sediment and
the adjacent pore water. Use of a measured partition coefficient does not require
linearity or reversibility of the sorption isotherm, nor does it require specifica-
tion of the form of the contaminant in the pore water (e.g., dissolved or bound to
particles). For a compound that sorbs to soil with an observed partition coeffi-
obs
cient of Kd  (liters/kilogram), the ratio of the total concentration in the soil to
that in the pore water is given by the retardation factor, Rf,
obs
Kd
Rf
(B3)
b
The retardation factor is so named because contaminant migration in the pore
water is slowed by the sorption onto the immobile sediment phase.
obs
The value of Kd  for either the sediment or the cap should be determined
directly by evaluating the ratio of sediment or cap loading to pore water concen-
tration. In the absence of direct measurement of pore water concentrations,
obs
however, the value of Kd  can be estimated for hydrophobic organic com-
pounds that tend to sorb reversibly and nonselectively upon organic matter in the
sediment or pore water. For these compounds, the observed partition coefficient
can be normalized by the amount of organic carbon present in the sediment or
pore water to define a "universal" partition coefficient, Koc, that should be con-
stant for a particular compound. Given such a contaminant at concentration  sed
in the sediment, the concentration dissolved in the pore water is given by
7sed
Cdiss
(B4)
Koc foc
Here foc is the fraction organic carbon in the sediment in mass organic carbon per
mass dry sediment. The same relation applies to the capping material if the con-
centrations and properties are characteristic of the cap rather than the underlying
sediment.
B2
Appendix B Model for Chemical Containment by a Cap

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