Approximate solution of the inverse Richards’ problem

Abstract We propose a method for the estimation of time dependent distributions of pressure head, water content, and fluid flow in homogeneous unsaturated soils with unknown lower boundary conditions using surface measurements only. The unknown boundary condition is replaced by a piecewise constant temporal function and the resulting discontinuity is alleviated by the introduction of a mass balance condition on the solution at discontinuity points. This approach makes it possible to express the analytical solution of Richards’ one-dimensional equation as a linear function of a finite number of variables corresponding to the unknown coefficients of the piecewise constant function. While the estimation of unknown boundary belongs to a class of typically ill-posed inverse problems, the simplifications introduced in the algorithm provide for the regularization of this particular problem without the use of traditional smoothing techniques, such as Tikhonov's method and Morozov's discrepancy principle. A Bayesian estimation method and a unimodal regression algorithm have been employed to test the overall algorithm using simulated data.

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

[2]  Hans J. Pasman,et al.  A review of the past, present and future of the European loss prevention and safety promotion in the process industries , 2014 .

[3]  Andrea P. Reverberi,et al.  Inverse Estimation of Temperature Profiles in Landfills Using Heat Recovery Fluids Measurements , 2012, J. Appl. Math..

[4]  V. A. Morozov,et al.  Methods for Solving Incorrectly Posed Problems , 1984 .

[5]  Ji-Huan He,et al.  Exp-function method for nonlinear wave equations , 2006 .

[6]  Karen Hix Leak Detection for Landfill Liners Overview of Tools for Vadose Zone Monitoring , 1998 .

[7]  C. E. Lemke,et al.  Equilibrium Points of Bimatrix Games , 1964 .

[8]  S. Twomey,et al.  On the Numerical Solution of Fredholm Integral Equations of the First Kind by the Inversion of the Linear System Produced by Quadrature , 1963, JACM.

[9]  David D. Bosch,et al.  Effective unsaturated hydraulic conductivity for computing one-dimensional flow in heterogeneous porous media , 1989 .

[10]  R. H. Brooks,et al.  Hydraulic properties of porous media , 1963 .

[11]  George Adomian,et al.  Solving Frontier Problems of Physics: The Decomposition Method , 1993 .

[12]  Bruno Fabiano,et al.  Use of inverse modelling techniques for the estimation of heat transfer coefficients to fluids in cylindrical conduits , 2013 .

[13]  Y. Enzel,et al.  In Situ Monitoring of Water Percolation and Solute Transport Using a Vadose Zone Monitoring System , 2009 .

[14]  Zhiming Lu,et al.  Analytical Solutions for Vertical Flow in Unsaturated, Rooted Soils with Variable Surface Fluxes , 2005 .

[15]  W. R. Gardner SOME STEADY‐STATE SOLUTIONS OF THE UNSATURATED MOISTURE FLOW EQUATION WITH APPLICATION TO EVAPORATION FROM A WATER TABLE , 1958 .

[16]  L. Wilson,et al.  Constraints and Categories of Vadose Zone Monitoring Devices , 1984 .

[17]  Edgar Buckingham,et al.  Studies on the Movement of Soil Moisture , 2017 .

[18]  Richard W. Cottle,et al.  Linear Complementarity Problem. , 1992 .

[19]  Mohammad Hossein Bagheripour,et al.  A generalized analytical solution for a nonlinear infiltration equation using the exp-function method , 2011 .

[20]  Amin Barari,et al.  Infiltration in Unsaturated Soils: An analytical approach , 2011 .