Recent advances in our understanding of Sediment-to-Water
contaminant fluxes-The soluble release fraction
Thibodeaux, L.J.
Gordon A. & Mary Cain Department of Chemical Engineering,
Louisiana State University, Baton Rouge, LA 70803
Abstract
The flux is a key element in chemical
fate and transport (CFaT) water quality models used for rivers,
lakes, estuaries and coastal oceans. Theoretically and mechanistically
sound process algorithms backed by both laboratory and field data
are needed in order to make confident future predictions of metal
and organic pollutant in these aquatic systems. These environmental
chemodynamics simulation tools are being used to evaluate the effectiveness
of several remedial options including monitored natural recovery,
capping, dredging, in situ treatment and combinations of these.
The flux element in these CFaT models must contain both particles
and soluble algorithms for chemical release from the bed. Particle
processes (i.e. resuspension and setting) have traditionally been
the focus of attention and it has received much study and re-development
in the past decade. The recent availability and analysis of large
sets of high quality particle and chemical data from several rivers
containing PCBs, including the Hudson, has caused a shift in thinking
and a re-evaluation of the significance of the soluble release process.
This process occurs when flow conditions are unfavorable for any
significant particle re-suspension. The objective of this presentation
is to propose and demonstrate that a rapid soluble release process
exist and to offer an algorithm for quantifying its flux from the
bed. Both theoretical and empirical methods will be used. Data obtained
from four major rivers show that the soluble release fraction may
vary from a few percent to nearly 100% of the PCB release. A numerical
ranking of the known and quantifiable individual soluble release
processes places in-bed bioturbation first on the list. Coupled
with the benthic boundary layer resistance a simple theoretical
algorithm is offered as the model for the overall mass-transfer
coefficient Kf(cm/h), of the dominant soluble release process. Limited
laboratory plus field observations on thirteen PCB congeners across
the Thompson Island Pool of the Hudson River display a soluble release
chemical signature compatible with proposed theoretical model for
Kf. In conclusion, it appears that the proposed bioturbation mechanism
allows for the development of a theoretical model sufficient to
explain existing data sets. However, alternative models may explain
the data as well. Detailed laboratory experiments and further field
studies will be needed to satisfy all members of the engineering
science community on this soluble release fraction issue.