Numerical modeling of macrodispersion in heterogeneous media: a comparison of multi-Gaussian and non-multi-Gaussian models

Abstract The macrodispersion of an inert solute in a 2-D heterogeneous porous media is estimated numerically in a series of fields of varying heterogeneity. Four different random function (RF) models are used to model log-transmissivity (ln  T ) spatial variability, and for each of these models, ln  T variance is varied from 0.1 to 2.0. The four RF models share the same univariate Gaussian histogram and the same isotropic covariance, but differ from one another in terms of the spatial connectivity patterns at extreme transmissivity values. More specifically, model A is a multivariate Gaussian model for which, by definition, extreme values (both high and low) are spatially uncorrelated. The other three models are non-multi-Gaussian: model B with high connectivity of high extreme values, model C with high connectivity of low extreme values, and model D with high connectivities of both high and low extreme values. Residence time distributions (RTDs) and macrodispersivities (longitudinal and transverse) are computed on ln  T fields corresponding to the different RF models, for two different flow directions and at several scales. They are compared with each other, as well as with predicted values based on first-order analytical results. Numerically derived RTDs and macrodispersivities for the multi-Gaussian model are in good agreement with analytically derived values using first-order theories for log-transmissivity variance up to 2.0. The results from the non-multi-Gaussian models differ from each other and deviate largely from the multi-Gaussian results even when ln  T variance is small. RTDs in non-multi-Gaussian realizations with high connectivity at high extreme values display earlier breakthrough than in multi-Gaussian realizations, whereas later breakthrough and longer tails are observed for RTDs from non-multi-Gaussian realizations with high connectivity at low extreme values. Longitudinal macrodispersivities in the non-multi-Gaussian realizations are, in general, larger than in the multi-Gaussian ones, while transverse macrodispersivities in the non-multi-Gaussian realizations can be larger or smaller than in the multi-Gaussian ones depending on the type of connectivity at extreme values. Comparing the numerical results for different flow directions, it is confirmed that macrodispersivities in multi-Gaussian realizations with isotropic spatial correlation are not flow direction-dependent. Macrodispersivities in the non-multi-Gaussian realizations, however, are flow direction-dependent although the covariance of ln  T is isotropic (the same for all four models). It is important to account for high connectivities at extreme transmissivity values, a likely situation in some geological formations. Some of the discrepancies between first-order-based analytical results and field-scale tracer test data may be due to the existence of highly connected paths of extreme conductivity values.

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

[2]  C. Axness,et al.  Three‐dimensional stochastic analysis of macrodispersion in aquifers , 1983 .

[3]  Ann Muggeridge,et al.  GENERATION OF EFFECTIVE RELATIVE PERMEABILITIES FROM DETAILED SIMULATION OF FLOW IN HETEROGENEOUS POROUS MEDIA , 1991 .

[4]  Dennis McLaughlin,et al.  A stochastic model of solute transport in groundwater: Application to the Borden, Ontario, Tracer Test , 1991 .

[5]  R. M. Srivastava,et al.  Geostatistical characterization of groundwater flow parameters in a simulated aquifer , 1991 .

[6]  A. Journel Fundamentals of geostatistics in five lessons , 1991 .

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

[8]  Clayton V. Deutsch,et al.  Practical considerations in the application of simulated annealing to stochastic simulation , 1994 .

[9]  A. Zuber,et al.  On the physical meaning of the dispersion equation and its solutions for different initial and boundary conditions , 1978 .

[10]  L. Gelhar,et al.  Field study of dispersion in a heterogeneous aquifer: 2. Spatial moments analysis , 1992 .

[11]  E. Eric Adams,et al.  Field study of dispersion in a heterogeneous aquifer , 1992 .

[12]  S. Gorelick,et al.  Reliable aquifer remediation in the presence of spatially variable hydraulic conductivity: From data to design , 1989 .

[13]  A. Desbarats,et al.  Macrodispersion in sand‐shale sequences , 1990 .

[14]  R. Freeze A stochastic‐conceptual analysis of one‐dimensional groundwater flow in nonuniform homogeneous media , 1975 .

[15]  Graham E. Fogg,et al.  Groundwater Flow and Sand Body Interconnectedness in a Thick, Multiple-Aquifer System , 1986 .

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

[17]  Larry W. Lake,et al.  Reservoir Characterization II , 1991 .

[18]  D. A. Barry,et al.  On the Dagan model of solute transport in groundwater: Application to the Borden site , 1988 .

[19]  Franklin W. Schwartz,et al.  Mass transport: 1. A stochastic analysis of macroscopic dispersion , 1980 .

[20]  Wolfgang Kinzelbach,et al.  Groundwater Modelling: An Introduction With Sample Programs in Basic , 1986 .

[21]  M. Anderson Hydrogeologic facies models to delineate large-scale spatial trends in glacial and glaciofluvial sediments , 1989 .

[22]  D. Freyberg,et al.  A natural gradient experiment on solute transport in a sand aquifer: 1. Approach and overview of plume movement , 1986 .

[23]  Yoram Rubin,et al.  Simulation of non‐Gaussian space random functions for modeling transport in groundwater , 1991 .

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

[25]  Franklin W. Schwartz,et al.  mass transport: 2. Analysis of uncertainty in prediction , 1981 .

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

[27]  S. P. Neuman Universal scaling of hydraulic conductivities and dispersivities in geologic media , 1990 .

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

[29]  Joel Massmann,et al.  Hydrogeological Decision Analysis: 1. A Framework , 1990 .

[30]  J. Gómez-Hernández,et al.  Joint Sequential Simulation of MultiGaussian Fields , 1993 .

[31]  Mary P. Anderson,et al.  Comment on “Universal scaling of hydraulic conductivities and dispersivities in geologic media” by S. P. Neuman , 1991 .

[32]  Andre G. Journel,et al.  New method for reservoir mapping , 1990 .

[33]  Chin-Fu Tsang,et al.  Flow channeling in strongly heterogeneous porous media: A numerical study , 1994 .

[34]  Raziuddin Khaleel,et al.  Scale and directional dependence of macrodispersivities in colonnade networks , 1994 .

[35]  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 .

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

[37]  A. Journel,et al.  Entropy and spatial disorder , 1993 .

[38]  Xian-Huan Wen,et al.  The Constant Displacement Scheme for Tracking Particles in Heterogeneous Aquifers , 1996 .

[39]  R. Thunvik,et al.  On the use of continuum approximations for regional modeling of groundwater flow through crystalline rocks , 1994 .

[40]  Gedeon Dagan,et al.  Theory of Solute Transport by Groundwater , 1987 .

[41]  S. P. Neuman,et al.  Stochastic theory of field‐scale fickian dispersion in anisotropic porous media , 1987 .

[42]  Clayton V. Deutsch,et al.  GSLIB: Geostatistical Software Library and User's Guide , 1993 .

[43]  Gedeon Dagan,et al.  Analysis of flow through heterogeneous random aquifers: 2. Unsteady flow in confined formations , 1982 .

[44]  J. Gómez-Hernández,et al.  To be or not to be multi-Gaussian? A reflection on stochastic hydrogeology , 1998 .

[45]  Mike R. Leeder,et al.  A simulation model of alluvial stratigraphy , 1979 .

[46]  Jesús Carrera,et al.  Scale effects in transmissivity , 1996 .

[47]  M. Celia,et al.  Large-scale natural gradient tracer test in sand and gravel, Cape Cod, Massachusetts, 2, Analysis of spatial moments for a nonreactive tracer , 1991 .

[48]  G. Dagan Stochastic modeling of groundwater flow by unconditional and conditional probabilities: 1. Conditional simulation and the direct problem , 1982 .

[49]  Yoram Rubin,et al.  Stochastic analysis of boundaries effects on head spatial variability in heterogeneous aquifers: 2. Impervious boundary , 1989 .

[50]  A. Journel Nonparametric estimation of spatial distributions , 1983 .

[51]  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 .

[52]  Andrew F. B. Tompson,et al.  Numerical simulation of solute transport in three-dimensional, randomly heterogeneous porous media , 1990 .

[53]  G. Dagan Time‐dependent macrodispersion for solute transport in anisotropic heterogeneous aquifers , 1988 .

[54]  G. Matheron,et al.  Is transport in porous media always diffusive? A counterexample , 1980 .

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

[56]  K. C. Gan,et al.  Prediction of solute dispersion in heterogeneous porous media: effects of ergodicity and hydraulic conductivity discretisation , 1994 .

[57]  F. G. Alabert,et al.  Focusing on Spatial Connectivity of Extreme-Valued Attributes: Stochastic Indicator Models of Reservoir Heterogeneities: ABSTRACT , 1989 .

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

[59]  X. Wen,et al.  A Q-BASIC program for modeling advective mass transport with retardation and radioactive decay by particle tracking , 1995 .

[60]  C. Welty,et al.  A Critical Review of Data on Field-Scale Dispersion in Aquifers , 1992 .