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In addition, the water in the pores contains contaminant sorbed to organic
carbon (dissolved or particulate organic carbon present at concentration oc, e.g.,
in milligrams/liter). To a first approximation, the partitioning to this suspended
organic matter is also governed by the organic carbon based partition coefficient,
Koc, and thus the total pore water concentration for that compound is given by
Cdiss (1
Cpw
oc Koc)
(B5)
sed
oc Koc)
(1
Koc foc
Note, however, that the truly dissolved concentration can never exceed the
solubility of the contaminant in water, Cw , and therefore the pore water concen-
tration is bounded by
Cpw
oc Koc)
Cw (1
(B6)
As a result of this limit, there exists a critical sediment loading,  crit, above
which the contaminant concentration in the pore water is independent of the
sediment loading. The dissolved concentration is always given by the water
solubility under these conditions, and the total pore water concentration is given
by the equality in Equation B5.
Koc foc CW
crit
(B7)
Cw (1
For
Cpw
oc Koc)
>
sed
crit
Thus the observed sediment-water partition coefficient for a hydrophobic
organic compound is given by
obs
sed
if measurements are available
Kd
C0
Koc foc
estimate if
(B8)
sed
crit
oc Koc)
(1
sed
estimate if
crit
sed
Cw (1
oc Koc)
Effective Thickness of a Cap
The effective thickness, Leff, of a cap is reduced by consolidation of the cap,
Lcap, consolidation in the underlying sediment, Lsed, and by bioturbation over a
depth, Lbio. Bioturbation, the normal life-cycle activities of benthic organisms,
leads to mixing and redistribution of contaminants and sediments in the upper
layer. The chemical migration rate within the bioturbated zone is typically much
faster than in other portions of a cap. In addition, consolidation typically occurs
B3
Appendix B Model for Chemical Containment by a Cap

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