1-, 2- and 3-dimensional modeling of water movement in the unsaturated soil matrix using a fuzzy approach

Modeling water movement in the unsaturated soil matrix is usually based on the numerical solution of the Richards equation. This approach requires much computational effort, therefore practical 2- or 3-dimensional applications are extremely rare. The purpose of this paper is to describe a computationally efficient and simple method. It is based on a transformation of the unsaturated Darcy law to a fuzzy rule system. The rule system is combined with the continuity equation yielding a fuzzy rule-based model for simulating the unsaturated flow. Basic definitions of fuzzy logic are given and the concept of the unsaturated flow model is outlined. The presented model performs well compared with a semi-analytical model and a 2-dimensional, numerical model. Furthermore the model has been incorporated into a physically-based and distributed, hydrological model. Model simulations for different types of hydrological situations show that the fuzzy rule-based approach is especially suitable for real-life applications.

[1]  Hans-Jürgen Zimmermann,et al.  Fuzzy Set Theory - and Its Applications , 1985 .

[2]  L. A. Richards Capillary conduction of liquids through porous mediums , 1931 .

[3]  S. P. Neuman,et al.  SATURATED-UNSATURATED SEEPAGE BY FINITE ELEMENTS , 1973 .

[4]  Keith Beven,et al.  Hillslope hydrographs by the finite element method , 1977 .

[5]  J. Philip,et al.  THE THEORY OF INFILTRATION: 2. THE PROFILE OF INFINITY , 1957 .

[6]  Keith Beven,et al.  Three‐dimensional modelling of hillslope hydrology , 1992 .

[7]  Markus Disse,et al.  Fuzzy rule-based models for infiltration , 1993 .

[8]  Eric F. Wood,et al.  A detailed model for simulation of catchment scale subsurface hydrologic processes , 1993 .

[9]  J. Monteith Evaporation and environment. , 1965, Symposia of the Society for Experimental Biology.

[10]  C. Voss,et al.  SUTRA (Saturated-Unsaturated Transport). A Finite-Element Simulation Model for Saturated-Unsaturated, Fluid-Density-Dependent Ground-Water Flow with Energy Transport or Chemically-Reactive Single-Species Solute Transport. , 1984 .

[11]  V. T. Chow,et al.  Advances in hydroscience , 1964 .

[12]  K. Beven,et al.  Macropores and water flow in soils , 1982 .

[13]  Reinder A. Feddes,et al.  Simulation model of the water balance of a cropped soil: SWATRE , 1983 .

[14]  Didier Dubois,et al.  Fuzzy sets and systems ' . Theory and applications , 2007 .

[15]  Keith Beven,et al.  The Institute of Hydrology distributed model , 1987 .

[16]  Lucien Duckstein,et al.  Fuzzy Rule-Based Modeling with Applications to Geophysical, Biological and Engineering Systems , 1995 .

[17]  Lotfi A. Zadeh,et al.  Fuzzy Sets , 1996, Inf. Control..

[18]  P. E. O'connell,et al.  An introduction to the European Hydrological System — Systeme Hydrologique Europeen, “SHE”, 2: Structure of a physically-based, distributed modelling system , 1986 .

[19]  Van Genuchten,et al.  A closed-form equation for predicting the hydraulic conductivity of unsaturated soils , 1980 .

[20]  J. Philip,et al.  The Theory of Infiltration , 1958 .

[21]  R. Feddes,et al.  Simulation of field water use and crop yield , 1978 .