Stochastic analysis of flow and transport in unsaturated heterogeneous porous formation: Effects of variability in water saturation

First-order analysis, based on a stochastic continuum presentation of the flow and a general Lagrangian description of the transport, was used to investigate the effect of the variability in water saturation on the flow and transport in a heterogeneous, partially saturated porous formation. Results of the analyses show that for a given mean water saturation, the variability in water saturation contributes to the variability in the velocity and, concurrently, enhances solute spreading. This applies especially in formations in which (1) the length scale of the heterogeneity in the direction perpendicular to the mean flow is large compared with its counterpart in the direction parallel to the mean flow; (2) the macroscopic capillary length scale is small compared with the length scale of the heterogeneity in the direction parallel to the mean flow; (3) the variability in the soil parameter log α is not small compared with the variability in log Ks; (4) the fluctuations in log α are negatively correlated with those of log Ks; (5) mean water saturation is relatively small; and (6) the transverse components of the mean head gradient are not small compared with its longitudinal component. Another finding of the present study suggests that the longitudinal components of the velocity and the displacement covariance tensors are much more sensitive to the variability in water saturation than the respective transverse components. For the special case in which the mean flow is aligned along the vertical axis only, the aforementioned transverse components are independent of the spatial variability of water saturation and are influenced only by its mean value. Results of the analysis of the concentration spatial moments suggest that the average cloud centroid will be delayed compared with the mean velocity of the fluid. This stems from the fact that the fluid velocity in the variably saturated formation is not divergence-free and its fluctuations are negatively correlated with those of water saturation.

[1]  David Russo,et al.  Statistical analysis of spatial variability in unsaturated flow parameters , 1992 .

[2]  D. Russo On the transport of reactive solutes in partially saturated heterogeneous anisotropic porous formations , 1997 .

[3]  P. Raats Analytical Solutions of a Simplified Flow Equation , 1976 .

[4]  R. Aris On the dispersion of a solute in a fluid flowing through a tube , 1956, Proceedings of the Royal Society of London. Series A. Mathematical and Physical Sciences.

[5]  Allan L. Gutjahr,et al.  Stochastic analysis of spatial variability in subsurface flows: 1. Comparison of one‐ and three‐dimensional flows , 1978 .

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

[7]  Allan L. Gutjahr,et al.  Stochastic Analysis of Unsaturated Flow in Heterogeneous Soils: 1. Statistically Isotropic Media , 1985 .

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

[9]  David Russo,et al.  Determining soil hydraulic properties by parameter estimation: On the selection of a model for the hydraulic properties , 1988 .

[10]  D. Russo,et al.  Field Determinations of Soil Hydraulic Properties for Statistical Analyses1 , 1980 .

[11]  I. White,et al.  On the variability and use of the hydraulic conductivity alpha parameter in stochastic treatments of , 1992 .

[12]  D. Russo Stochastic modeling of macrodispersion for solute transport in a heterogeneous unsaturated porous formation , 1993 .

[13]  D. Russo On the Velocity Covariance and Transport Modeling in Heterogeneous Anisotropic Porous Formations: 2. Unsaturated Flow , 1995 .

[14]  David Russo,et al.  Stochastic Analysis of the Velocity Covariance and the Displacement Covariance Tensors in Partially Saturated Heterogeneous Anisotropic Porous Formations , 1995 .

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

[16]  Andrea Rinaldo,et al.  Analytical solutions for transport of linearly adsorbing solutes in heterogeneous formations , 1995 .

[17]  T.-C. Jim Yeh,et al.  An iterative geostatistical inverse method for steady flow in the vadose zone , 1996 .

[18]  D. R. Nielsen,et al.  Statistical Parameters Characterizing the Spatial Variability of Selected Soil Hydraulic Properties , 1990 .

[19]  D. Russo,et al.  Stochastic analysis of solute transport in partially saturated heterogeneous soil: 1. Numerical experiments , 1994 .

[20]  D. Russo,et al.  On the spatial variability of parameters of the unsaturated hydraulic conductivity , 1997 .

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