Cm. Chang et Mw. Kemblowski, UNSATURATED FLOWS IN SOILS WITH SELF-SIMILAR HYDRAULIC CONDUCTIVITY DISTRIBUTION, Stochastic hydrology and hydraulics, 8(4), 1994, pp. 281-300
Citations number
12
Categorie Soggetti
Mathematical Method, Physical Science","Water Resources","Environmental Sciences","Statistic & Probability
In this article, we are concerned with the statistics of steady unsatu
rated flow in soils with a fractal hydraulic conductivity distribution
. It is assumed that the spatial distribution of log hydraulic conduct
ivity can be described as an isotropic stochastic fractal process. The
impact of the fractal dimension of this process, the soil pore-size d
istribution parameter, and the characteristic length scale on the vari
ances of tension head and the effective conductivity is investigated.
Results are obtained for one-dimensional and three-dimensional flows.
Our results indicate that the tension head variance is scale-dependent
for fractal distribution of hydraulic conductivity. Both tension head
variance and effective hydraulic conductivity depend strongly on the
fractal dimension. The soil pore-size distribution parameter is import
ant in reducing the variability of the unsaturated hydraulic conductiv
ity and of the fluxes.