An efficient probabilistic finite element method for stochastic groundwater flow

We present an efficient numerical method for solving stochastic porous media flow problems. Single-phase flow with a random conductivity field is considered in a standard first-order perturbation expansion framework. The numerical scheme, based on finite element techniques, is computationally more efficient than traditional approaches because one can work with a much coarser finite element mesh. This is achieved by avoiding the common finite element representation of the conductivity field. Computations with the random conductivity field only arise in integrals of the log conductivity covariance function. The method is demonstrated in several two- and three-dimensional flow situations and compared to analytical solutions and Monte Carlo simulations. Provided that the integrals involving the covariance of the log conductivity are computed by higher-order Gaussian quadrature rules, excellent results can be obtained with characteristic element sizes equal to about five correlation lengths of the log conductivity field. Investigations of the validity of the proposed first-order method are performed by comparing nonlinear Monte Carlo results with linear solutions. In box-shaped domains the log conductivity standard deviation σY may be as large as 1.5, while the head variance is considerably influenced by nonlinear effects as σY approaches unity in more general domains.

[1]  Tsuyoshi Takada,et al.  Weighted integral method in multi-dimensional stochastic finite element analysis , 1990 .

[2]  R. Ababou,et al.  Numerical simulation of three-dimensional saturated flow in randomly heterogeneous porous media , 1989 .

[3]  Y. Rubin Stochastic modeling of macrodispersion in heterogeneous porous media , 1990 .

[4]  Tsuyoshi Takada,et al.  Weighted integral method in stochastic finite element analysis , 1990 .

[5]  Ted Belytschko,et al.  Applications of Probabilistic Finite Element Methods in Elastic/Plastic Dynamics , 1987 .

[6]  G. Dagan Statistical Theory of Groundwater Flow and Transport: Pore to Laboratory, Laboratory to Formation, and Formation to Regional Scale , 1986 .

[7]  A. Rinaldo,et al.  Simulation of dispersion in heterogeneous porous formations: Statistics, first‐order theories, convergence of computations , 1992 .

[8]  S. P. Neuman,et al.  A quasi-linear theory of non-Fickian and Fickian subsurface dispersion , 1990 .

[9]  George Deodatis,et al.  Weighted Integral Method. I: Stochastic Stiffness Matrix , 1991 .

[10]  Jin-qian Yu Symmetric gaussian quadrature formulae for tetrahedronal regions , 1984 .

[11]  Cass T. Miller,et al.  Stochastic perturbation analysis of groundwater flow. Spatially variable soils, semi-infinite domains and large fluctuations , 1993 .

[12]  G. Dagan,et al.  Stochastic analysis of boundaries effects on head spatial variability in heterogeneous aquifers: 1. Constant head boundary , 1988 .

[13]  W. W. Wood,et al.  Large-Scale Natural Gradient Tracer Test in Sand and Gravel, , 1991 .

[14]  Michael D. Dettinger,et al.  First order analysis of uncertainty in numerical models of groundwater flow part: 1. Mathematical development , 1981 .

[15]  David L. Freyberg,et al.  A natural gradient experiment on solute transport in a sand aquifer: 2. Spatial moments and the advection and dispersion of nonreactive tracers , 1986 .

[16]  R. Allan Freeze,et al.  Stochastic analysis of steady state groundwater flow in a bounded domain: 2. Two‐dimensional simulations , 1979 .

[17]  Masanobu Shinozuka,et al.  Weighted Integral Method. II: Response Variability and Reliability , 1991 .

[18]  Lynn W. Gelhar,et al.  Stochastic subsurface hydrology from theory to applications , 1986 .

[19]  G. R. Cowper,et al.  Gaussian quadrature formulas for triangles , 1973 .

[20]  G. Dagan Solute transport in heterogeneous porous formations , 1984, Journal of Fluid Mechanics.

[21]  George Christakos,et al.  Random Field Models in Earth Sciences , 1992 .

[22]  Harald Osnes,et al.  Stochastic analysis of head spatial variability in bounded rectangular heterogeneous aquifers , 1995 .

[23]  Armen Der Kiureghian,et al.  The stochastic finite element method in structural reliability , 1988 .

[24]  G. Dagan Flow and transport in porous formations , 1989 .

[25]  E. Sudicky A natural gradient experiment on solute transport in a sand aquifer: Spatial variability of hydraulic conductivity and its role in the dispersion process , 1986 .

[26]  D. Chin,et al.  An investigation of the validity of first‐order stochastic dispersion theories in isotropie porous media , 1992 .

[27]  George Christakos,et al.  Diagrammatic solutions for hydraulic head moments in 1-D and 2-D bounded domains , 1995 .

[28]  L. Townley,et al.  Computationally Efficient Algorithms for Parameter Estimation and Uncertainty Propagation in Numerical Models of Groundwater Flow , 1985 .

[29]  Ted Belytschko,et al.  Finite element methods in probabilistic mechanics , 1987 .