Inverse Modeling of Variably Saturated Subsurface Water Flow in Isothermal/Non-isothermal Soil
暂无分享,去创建一个
[1] P. Milly,et al. A mass-conservative procedure for time-stepping in models of unsaturated flow , 1985 .
[2] Peter Knabner,et al. Inverse Estimation of the Unsaturated Soil Hydraulic Properties from Column Outflow Experiments Using Free‐Form Parameterizations , 2004 .
[3] W. Durner,et al. Free‐Form estimation of soil hydraulic properties using Wind’s method , 2008 .
[4] N. Sun. Inverse problems in groundwater modeling , 1994 .
[5] D. Pimentel,et al. How many people can the earth support , 1997 .
[6] B. Mohanty,et al. A new convergence criterion for the modified Picard iteration method to solve the variably saturated flow equation , 1996 .
[7] Jan W. Hopmans,et al. Optimization of Hydraulic Functions from Transient Outflow and Soil Water Pressure Data , 1993 .
[8] D. R. Nielsen,et al. Description of Soil Water Characteristics Using Cubic Spline Interpolation , 2001 .
[9] Hans-Jörg Vogel,et al. Validity limits for the van Genuchten–Mualem model and implications for parameter estimation and numerical simulation , 2006 .
[10] An Inverse Method to Estimate Soil Hydraulic Properties in Saturated-unsaturated Groundwater Flow Model , 2008 .
[11] P. Milly,et al. A Simulation Analysis of Thermal Effects on Evaporation From Soil , 1984 .
[12] A. Klute,et al. A NUMERICAL METHOD FOR SOLVING THE FLOW EQUATION FOR WATER IN UNSATURATED MATERIALS , 1952 .
[13] Inverse Modeling of Mass-conservative Numerical Model for Variably Saturated Seepage Flow , 2011 .
[14] Estimating Soil Hydraulic Properties During Constant Flux Infiltration Inverse Procedures , 2000 .
[15] Feike J. Leij,et al. The RETC code for quantifying the hydraulic functions of unsaturated soils , 1992 .
[16] D. Hillel. Environmental soil physics , 1998 .
[17] Paul A. Witherspoon,et al. Analysis of Nonsteady Flow with a Free Surface Using the Finite Element Method , 1971 .
[18] Bridget R. Scanlon,et al. Water and heat fluxes in desert soils: 2. Numerical simulations , 1994 .
[19] R. H. Brooks,et al. Properties of Porous Media Affecting Fluid Flow , 1966 .
[20] Peter Droogers,et al. Inverse method to determine soil hydraulic functions from multistep outflow experiments. , 1994 .
[21] W. Durner. Hydraulic conductivity estimation for soils with heterogeneous pore structure , 1994 .
[22] Ken'ichirou Kosugi,et al. Three‐parameter lognormal distribution model for soil water retention , 1994 .
[23] Y. Mualem. A New Model for Predicting the Hydraulic Conductivity , 1976 .
[24] P. Milly. Moisture and heat transport in hysteretic, inhomogeneous porous media: A matric head‐based formulation and a numerical model , 1982 .
[25] D. J. Greenwood,et al. Developing a reliable strategy to infer the effective soil hydraulic properties from field evaporation experiments for agro-hydrological models , 2010 .
[26] Ole Wendroth,et al. Parameter Estimation Analysis of the Evaporation Method for Determining Soil Hydraulic Properties , 1998 .
[27] M. Th. van Genuchten,et al. Effect of the shape of the soil hydraulic functions near saturation on variably-saturated flow predictions , 2000 .
[28] Y. K. Cheung,et al. Solution of Anisotropic Seepage by Finite Elements , 1966 .
[29] M. Fujihara,et al. An Inverse Method to Estimate Unsaturated Hydraulic Conductivity in Seepage Flow in Non-isothermal Soil , 2009 .
[30] J. Kacur,et al. Determination of Soil Parameters via the Solution of Inverse Problems in Infiltration , 2001 .
[31] M. Celia,et al. A General Mass-Conservative Numerical Solution for the Unsaturated Flow Equation , 1990 .
[32] L. S. Pereira,et al. Crop evapotranspiration : guidelines for computing crop water requirements , 1998 .
[33] S. P. Neuman,et al. Finite Element Method of Analyzing Steady Seepage with a Free Surface , 1970 .
[34] Philip Broadbridge,et al. Constant rate rainfall infiltration: A versatile nonlinear model, I. Analytic solution , 1988 .
[35] F. Moukalled,et al. Heat and Mass Transfer in Moist Soil, Part I. Formulation and Testing , 2006 .
[36] M Falkenmark,et al. Macro-scale water scarcity requires micro-scale approaches. Aspects of vulnerability in semi-arid development. , 1989, Natural resources forum.
[37] Kouroush Sadegh Zadeh. A mass-conservative switching algorithm for modeling fluid flow in variably saturated porous media , 2011, J. Comput. Phys..
[38] D. D. Vries,et al. Simultaneous transfer of heat and moisture in porous media , 1958 .
[39] Makoto Nishigaki,et al. FINITE ELEMENT ANALYSIS OF SATURATED-UNSATURATED SEEPAGE IN SOIL , 1977 .
[40] G. Pinder,et al. Computational Methods in Subsurface Flow , 1983 .
[41] Van Genuchten,et al. A closed-form equation for predicting the hydraulic conductivity of unsaturated soils , 1980 .
[42] S. P. Neuman,et al. SATURATED-UNSATURATED SEEPAGE BY FINITE ELEMENTS , 1973 .
[43] J. Kondo,et al. Modelling the Evaporation from Bare Soil with a Formula for Vaporization in the Soil Pores , 1994 .
[44] L. A. Richards. Capillary conduction of liquids through porous mediums , 1931 .
[45] K. Kosugi. Lognormal Distribution Model for Unsaturated Soil Hydraulic Properties , 1996 .
[46] J. R. Philip,et al. Moisture movement in porous materials under temperature gradients , 1957 .
[47] K. Seki,et al. SWRC fit - a nonlinear fitting program with a water retention curve for soils having unimodal and bimodal pore structure , 2007 .
[48] Asia Maccawi Ahmed,et al. UNDP, 2006, beyond Scarcity: Power, Poverty and Global Water Circes Human Development Report , 2006 .
[49] Wolfgang Durner,et al. Free‐form estimation of the unsaturated soil hydraulic properties by inverse modeling using global optimization , 2007 .
[50] R. G. Hills,et al. Modeling one‐dimensional infiltration into very dry soils: 1. Model development and evaluation , 1989 .
[51] Y. Mualem,et al. A New Model for Predicting the Hydraulic Conductivity , 1976 .