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Figure D-3. Illustration of local equilibrium assumption for leaching in a CDF
D.2.3 Oxidation status of sediment
Neither hydraulic nor mechanical dredging adds sufficient oxygen to over-
come the sediment oxygen demand of fine-grained sediments. As a result, the
dredged material in a CDF remains anaerobic except for a surface crust that may
develop if the CDF dewaters by evaporation and seepage. Such an oxidized
crust may eventually be several feet thick but seldom represents a significant
portion of the vertical profile for the typically fine-grained material in CDFs. An
aerobic leaching procedure may be necessary if the full lift thickness is
dewatered prior to disposal of the next lift. Sequential batch leaching of aerobic,
aged sediment can be used to simulate leaching of the surface crust in a CDF
(Brannon, Myers, and Tardy 1994).
D.2.4 Ionic Strength
Sequential batch leaching of freshwater sediments usually yields desorption
isotherms such as shown in Figure D-4 (Brannon, Myers, and Tardy 1994).
This is what is known as a classical desorption isotherm. Its key feature is a
single distribution coefficient that is constant throughout the sequential leaching
procedure. A commonly observed feature of desorption isotherms for metals in
freshwater sediments is that they do not go through the origin but rather intercept
the ordinate at some other point. The intercept indicates the amount of metal in
geochemical phases that are resistant to aqueous leaching.
D5
Appendix D Leachate Testing Procedures
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