download pdf version of PhD book - Universiteit Utrecht
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7.1 Introduction<br />
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aws common line is also consistent with the batch experiments <strong>of</strong> Thompson<br />
and Yates [1999] and Thompson et al. [1998].<br />
7.1.3 Mathematical models<br />
Mathematical and conceptual models <strong>of</strong> adsorptive transport were initially developed<br />
for saturated porous media [Van der Lee et al., 1992, Corapcioglu and<br />
Jiang, 1993, Song and Elimelech, 1994, Swanton, 1995, Grindrod and Lee, 1997,<br />
Sun and Walz, 2001, Elimelech et al., 2003] and were later adapted to unsaturated<br />
media [Darnault et al., 2004, Saiers, 2002, Lenhart and Saiers, 2002,<br />
Corapcioglu and Choi, 1996, Wan and Tokunaga, 1997]. These models usually<br />
assume that the convective dispersive equation is valid; some models also accounted<br />
for preferential (or bypass) flow. Colloid deposition was included as<br />
a sink-source term. The sink term for colloid retention, in some models, was<br />
described as the product <strong>of</strong> two factors: (1) the collision efficiency, which is<br />
the probability <strong>of</strong> a mobile particle contacting a collector surface, comprising<br />
the effects <strong>of</strong> interception, sedimentation, and Brownian motion; and (2) the<br />
sticking efficiency, which is the probability that such a collision will result in<br />
attachment [Elimelech and O’Melia, 1990, Yao et al., 1971]. Descriptions <strong>of</strong><br />
colloid retention in partially saturated media are complicated by the existence<br />
<strong>of</strong> the two AW and SW interfaces that can each serve as collector surfaces,<br />
albeit with distinct electrostatic and surface tension properties. The water film<br />
thickness can vary under partial saturation, depending not only on the water<br />
content, but also by the position <strong>of</strong> the film relative to the pendular rings <strong>of</strong> water<br />
between grains. In addition, some studies suggested attachment <strong>of</strong> colloids<br />
to the aws line.<br />
Kinetic effects in the transport <strong>of</strong> adsorptive solutes could be due to physical<br />
and/or chemical kinetic processes. The physical kinetic (two-region) models<br />
explain nonideality based on the presence <strong>of</strong> both mobile regions, where solute<br />
is transported by advection and dispersion, and immobile regions, where only<br />
solute diffusion takes place [van Genuchtan and Wieranga, 1976, van Genuchten<br />
and Cleary, 1979, Rao et al., 1980a,b, Nkedi-Kizza et al., 1982]. Because these<br />
models attribute nonideality to the physical makeup <strong>of</strong> the soil, nonideal BTCs<br />
would be expected not only for reactive solutes but also for nonreactive solutes.<br />
Among chemical kinetic models, the two-site model, in which the porous medium<br />
is considered to contain two types <strong>of</strong> sites having different adsorption kinetic<br />
characteristics, is the most common; one site is considered to be in equilibrium,<br />
while the other site is assumed to undergo time-dependent kinetic adsorption<br />
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