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Fig. 8.46 Adsorption and desorption of Cr(VI) by a telluride alluvium in a a flow-through
column experiment and b on alluvium under batch conditions (Stollenwerk and Grove 1985 )
influenced by surface configuration, intraparticle diffusion, and the collapse of
edge-interlayer sites in solutions of K + ,Rb + , and NH 4 . Moreover, Liu et al. ( 2003 )
showed that only 40 % of the 137 Cs + adsorbed in a subsurface sediment, con-
taminated over a 30-year period, was desorbed by exchange with the electrolyte
solutions. This value increased up to 80 % after long-term contact with acidified
ammonium oxalate. Desorption studies with Cs + -spiked pristine sediment, equil-
ibrated over short duration, indicated that adsorbed Cs + is fully exchangeable with
Na + solution but becomes less exchangeable when placed in K + and Rb + elec-
trolyte solutions. This effect was attributed to the collapses of edges and partially
expanded interlamellar regions, which result from saturation of the exchange
complex with poorly hydrated Rb + and K + cations.
In many cases, a trace element retained on the subsurface solid phase may
undergo chemical reactions that induce a hysteresis phenomenon during the
release process. A relevant example of hysteresis due to precipitation of some of
the initial contaminants is given by the behavior of Cr(VI), an industrial con-
taminant, which in the subsurface environment may be subject to reduction
reactions. When an available source of electrons is present, such as OM, Cr(VI) is
reduced to Cr(III); the rate of this reaction increases with decreases in pH (Ross
et al. 1981 ).
Stollenwerk and Grove ( 1985 ) report the adsorption and desorption of Cr(VI) in
an alluvial aquifer. From Fig. 8.46 a, we see that, over the first *10 pore volumes,
all the Cr(VI) in water contaminant was adsorbed by the alluvium. A rapid
increase in the effluent concentration of Cr(VI) then occurred, until the capacity of
alluvium for contaminant retention was exhausted (*25 pore volumes). Leaching
the alluvium column with 10 pore volumes of Cr-free water caused the release of
about 50 % of the adsorbed Cr(VI), and further leaching with 80 pore volumes of
groundwater, over 232 days, removed only an additional 34 % of the adsorbed
contaminant. Stollenwerk and Grove ( 1985 ) attributed the difficulty in removing
part of the adsorbed Cr(VI) to the presence of specific adsorption sites and possible
reduction to Cr(III) followed by precipitation.
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