A mechanistic model of PCB fate, transport, and bioaccumulation in the Uppe
r Hudson River was developed to provide a quantitative tool to assess the e
ffectiveness of natural recovery and active remediation in reducing PCB lev
els in water, sediment, and biota. The fate and transport modeling, which i
s the subject of this paper, builds on previous approaches by using a mecha
nistic sediment-transport model that describes erosion and deposition with
sufficient accuracy to remove the requirement to adjust sediment transport
as part of the contaminant calibration process. An additional significant a
spect of the model is the calibration and validation for both the short tim
e scale of erosion events and the decade-long lime scare associated with tr
ends in sediment contamination. The model demonstrates differences between
PCB fate in cohesive and noncohesive sediments that are important to effort
s to reduce perceived human health and ecological risks. Burial due to the
deposition of solids with lower PCB concentrations is the principal mechani
sm responsible for the approximately 90% decline in surface sediment PCB co
ncentrations since the late 1970s. The more moderate decline seen in noncoh
esive sediments is due principally to the movement of PCBs from these sedim
ents to the water column. The PCB load passing from the Upper Hudson River
to the tidal Lower Hudson River is attributable to a combination of an exte
rnal source located near the General Electric facility upstream of the cont
aminated sediments and sediments throughout the river. Elimination of the u
pstream source will increase the rate at which PCB levels decline in the co
hesive sediments because it will reduce the concentration of PCBs on deposi
ting particles. It will also immediately reduce the PCB flux to the Lower H
udson River by as much as 20% and affect future reductions as surface sedim
ent PCB levels decline.