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Dep. de Fisica e Biofisica, UNESP, Botucatu, Sao Paulo State, Brazil
Dep. of Agronomy, Univ. of Nebraska, Lincoln, NE 68583
* Corresponding author.
ABSTRACT
Reliable experimental data do not always conform with customary soil-water flow theory for truly rigid porous media. The purpose of this study was to derive a mathematical description capable of accommodating such data. A new mathematical solution was obtained for the absorption of water by an unsaturated horizontal column of soil termed semirigid, but which does not swell in the ordinary sense of a change in bulk density. Nonetheless, the semirigid soil does undergo microlevel rearrangement of its particles, envisaged as introducing an auxiliary dependence on time t into the diffusivity D in addition to the usual dependence on the volumetric water content,
that is, D = D(
,t). With product-form separation of variables introduced at two stages of the solution process, there emerges the new variable
equal to distance x divided by a new time function [Q(t)]1/2. Subject to modest constraint, Q(t) may be selected to best describe the particular soil in question. Choosing [Q(t)]1/2 = tn with exponent n as a positive constant, thus yielding
= xt-n instead of the classical Boltzmann form xt–1/2, the new solution was tested experimentally on a set of published data not conforming to customary flow theory for rigid media. The new solution provided a greatly improved description of these data, with exponent n = 0.46362 instead of 1/2 as for rigid media. The diffusivity function is D(
,t) = 2nE(
)t2n-1, where E(
) is a diffusivity-like function of
alone.
Contribution from the Agricultural Research Division, Univ. of Nebraska, Lincoln; Journal Series Paper no. 9425; supported also by Conselho Nacional de Desenvolvimento Cientifico e Tecnologico, CNPq, Brazil.
Received for publication November 6, 1990.
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