A new two‐step stochastic modeling approach: Application to water transport in a spatially variable unsaturated soil

A new two-step stochastic modeling approach based on stochastic parameter inputs to a deterministic model system is presented. Step I combines a Stratified sampling scheme with a deterministic model to establish a deterministic response surface (DRS). Step II combines a Monte Carlo sampling scheme with the DRS to establish the stochastic model response. The new two-step approach is demonstrated on a one-dimensional unsaturated water flow problem at field scale with a dynamic surface flux and two spatially variable and interdependent parameters: The Campbell [1974] soil water retention parameter (b) and the saturated hydraulic conductivity (Ks). The new two-step stochastic modeling approach provides a highly time efficient way to analyze consequences of uncertainties in stochastic parameter input at field scale. The new two-step approach is competitive in analyzing problems with time consuming deterministic model runs where the stochastic problem can be adequately described by up to two spatially variable parameters.

[1]  A. Gutjahr,et al.  Stochastic Analysis of Unsaturated Flow in Heterogeneous Soils: 2. Statistically Anisotropic Media With Variable α , 1985 .

[2]  Per Moldrup,et al.  RAPID AND NUMERICALLY STABLE SIMULATION OF ONE‐DIMENSIONAL, TRANSIENT WATER FLOW IN UNSATURATED, LAYERED SOILS , 1989 .

[3]  M. D. McKay,et al.  A comparison of three methods for selecting values of input variables in the analysis of output from a computer code , 2000 .

[4]  D. R. Nielsen,et al.  Spatial variability of field-measured soil-water properties , 1973 .

[5]  David Russo,et al.  Soil Hydraulic Properties as Stochastic Processes: I. An Analysis of Field Spatial Variability , 1981 .

[6]  K. Jensen,et al.  Application of stochastic unsaturated flow theory, numerical simulations, and comparisons to field observations , 1990 .

[7]  J. W. Biggar,et al.  Spatial Variability of Field-Measured Infiltration Rate1 , 1981 .

[8]  S Hansen,et al.  Spatial variability of soil physical properties theoretical and experimental analyses, 1: Soil sampling, experimental analyses and basic statistics of soil physical properties. , 1986 .

[9]  D. B. Stephens,et al.  Statistical and Stochastic Analyses of Hydraulic Conductivity and Particle-Size in a Fluvial Sand1 , 1983 .

[10]  E. C. Childs,et al.  The permeability of porous materials , 1950, Proceedings of the Royal Society of London. Series A. Mathematical and Physical Sciences.

[11]  Aristotelis Mantoglou,et al.  Effective hydraulic conductivities of transient unsaturated flow in stratified soils , 1987 .

[12]  A. Protopapas,et al.  Uncertainty propagation with numerical models for flow and transport in the unsaturated zone , 1990 .

[13]  Ronald L. Iman,et al.  Risk methodology for geologic disposal of radioactive waste: small sample sensitivity analysis techniques for computer models, with an application to risk assessment , 1980 .

[14]  Gedeon Dagan,et al.  Unsaturated flow in spatially variable fields: 2. Application of water flow models to various fields , 1983 .

[15]  Rao S. Govindaraju,et al.  Spatial averaging of unsaturated flow equations under infiltration conditions over areally heterogeneous fields 2. Numerical simulations , 1994 .

[16]  Allan L. Gutjahr,et al.  Stochastic Analysis of Unsaturated Flow in Heterogeneous Soils: 3. Observations and Applications , 1985 .

[17]  Gaylon S. Campbell,et al.  A SIMPLE METHOD FOR DETERMINING UNSATURATED CONDUCTIVITY FROM MOISTURE RETENTION DATA , 1974 .

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

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

[20]  D. R. Nielsen,et al.  Scaling Field-Measured Soil Hydraulic Properties Using a Similar Media Concept , 1977 .

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

[22]  David Russo,et al.  Stochastic analysis of simulated vadose zone solute transport in a vertical cross section of heterogeneous soil during nonsteady water flow , 1991 .

[23]  W. R. Gardner,et al.  Post-Irrigation Movement of Soil Water: 1. Redistribution , 1970 .

[24]  Bernd Diekkrüger,et al.  Effective Soil Water Characteristics and Ensemble Soil Water Profiles in Heterogeneous Soils , 1996 .

[25]  Jens Christian Refsgaard,et al.  Spatial Variability of Physical Parameters and Processes in Two Field Soils: Part II: Water Flow at Field Scale , 1991 .

[26]  Aristotelis Mantoglou,et al.  A theoretical approach for modeling unsaturated flow in spatially variable soils: Effective flow models in finite domains and nonstationarity , 1992 .

[27]  Rao S. Govindaraju,et al.  Spatial averaging of unsaturated flow equations under infiltration conditions over areally heterogeneous fields: 1. Development of models , 1994 .

[28]  Aristotelis Mantoglou,et al.  Capillary tension head variance, mean soil moisture content, and effective specific soil moisture capacity of transient unsaturated flow in stratified soils , 1987 .

[29]  Aristotelis Mantoglou,et al.  Stochastic modeling of large‐scale transient unsaturated flow systems , 1987 .

[30]  K. Kristensen,et al.  A MODEL FOR ESTIMATING ACTUAL EVAPOTRANSPIRATION FROM POTENTIAL EVAPOTRANSPIRATION , 1975 .

[31]  Gedeon Dagan,et al.  Unsaturated flow in spatially variable fields: 1. Derivation of models of infiltration and redistribution , 1983 .