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Inverse modelling of two-dimensional water infiltration into a sand containing macropores

Identyfikatory
Warianty tytułu
Konferencja
Proceedings of the 14th French-Polish Colloguium "Soli and Rock Mechanics. soil Mechanics - Geomaterials" Grenoble, August 29-31, 2007
Języki publikacji
EN
Abstrakty
EN
Two series of axisymmetric laboratory infiltration experiments were carried out in homogeneous sand and in sand containing artificially made vertical macropores. In the first case, the results are compared with numerical solution of the Richards equation. In the second case, the results are compared with the double-porosity model obtained by homogenization. The constitutive relations between the capillary pressure, saturation and unsaturated hydraulic conductivity for the sand and macropores are identified via numerical inverse analysis of cumulative infiltration. The applicability of several types of constitutive functions available in the literature is tested. The saturated conductivity and air-entry pressure fitted for the macropores are compared with theoretical predictions. The cumulative infiltration curves fitted by numerical inversion show reasonable agreement with observations for both types of porous media.
Wydawca
Rocznik
Strony
107--114
Opis fizyczny
bibliogr. 11 poz.,
Twórcy
autor
  • Institute of Hydroengineering of the Polish Academy of Sciences, 80328 Gdańsk, Poland
Bibliografia
  • [1] BROOKS R., COREY A., Hydraulic properties of porous media, Hydrology Paper No. 3, Colorado State University, Fort Collins, 1964.
  • [2] BURDINE N., Relative permeability calculations from pore size distribution data, Petrol. Trans. Am. Inst. Min. Eng., 1953, 198, 71–77.
  • [3] LEWANDOWSKA J., SZYMKIEWICZ A., BURZYŃSKI K., VAUCLIN M., Modelling of unsaturated water flow in double porosity soils by the homogenization approach, Adv. Water Resour., 2004, 27, 283–296.
  • [4] LEWANDOWSKA J., SZYMKIEWICZ A., BOUTIN C., Modelling of unsaturated hydraulic conductivity of double porosity soils, Actes de 17ème Congrès Français de Mécanique, Troyes, Sept. 2005.
  • [5] LUTZ P., Influence des macropores sur l’infiltration d’eau dans les sols non saturés: caractérisation hydrodynamique par infiltrométrie sous pression contrôlée, Memoire de DEA, Universite Joseph Fourier, 1998, Laboratoire d’etude des Transferts en Hydrologie et Environnement, 46 p.
  • [6] MUALEM Y., A new model for predicting the hydraulic conductivity of unsaturated porous media, Water Resour. Res., 1976, 12, 513–522.
  • [7] PRESS W.H., FLANNERY B.P., TEUKOLSKY S.A., VETTERLING W.T., Numerical recipes in Fortran, Cambridge University Press, 1992.
  • [8] RICHARDS L.A., Capillary conduction of liquids through porous medium, Physics, 1931, 1, 318–333.
  • [9] SZYMKIEWICZ A., LEWANDOWSKA J., Unified macroscopic model for unsaturated water flow in soils of bimodal porosity, Hydrological Sciences Journal, 2006, 51, 1106–1124.
  • [10] SZYMKIEWICZ A., LEWANDOWSKA J., ANGULO-JARAMILLO R., BUTLAŃSKA J., Two-scale modeling of unsaturated water flow in the double-porosity medium under axi-symmetrical conditions, 2007, submitted.
  • [11] Van GENUCHTEN M.Th., A closed form equation for predicting the hydraulic conductivity of unsaturated soils, Soil Sci. Soc. Am. J., 1980, 44, 892–898.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-article-BPW7-0010-0011
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