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Appendix C
Capping Effectiveness Tests
Introduction
Results of laboratory tests conducted with samples of the contaminated
sediments to be capped and the proposed capping sediments should yield
sediment-specific and capping-material-specific values of diffusion coefficients,
partitioning coefficients, and other parameters needed to model long-term cap
effectiveness. Model predictions of long-term effectiveness using the
laboratory-derived parameters should be more reliable than predictions based on
so-called default parameters. At present, there are several tests that have been
applied for this purpose.
Louisiana State University has conducted laboratory tests to assess diffusion
rates for specific contaminated sediments to be capped and materials proposed
for caps. A capping simulator cell was used in which a cap material layer is
placed over a contaminated sediment, and flux due to diffusion is measured in
water that was allowed to flow over the cap surface. Initial tests measured flux
of 2,4,6-trichlorophenol (TCP) through various cap materials. These tests
showed that the breakthrough time and time to steady state were directly depen-
dent on the partitioning coefficient and that cap porosity and thickness were the
dominant parameters at steady state (Wang et al. 1991).1
Environment Canada has performed tank tests on sediments from Lake
Ontario to qualitatively investigate the interaction of capping sand and com-
pressible sediments. The tests were carried out in 3.6- by 3.6- by 3.7-m
observation tanks in which the compressible sediments were placed and allowed
to consolidate; sand was released through the water column onto the sediment
surface. In the initial tests, physical layering and consolidation behavior were
observed. Additional tests are planned in which migration of contaminants due
to consolidation-induced advective flow will be evaluated (Zeman 1993).
1
References cited in this appendix are listed in the References at the end of the main text.
C1
Appendix C Capping Effectiveness Tests

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