Scaled Solutions to Coupled Soil-Water Flow and Solute Transport during the Redistribution Process

被引:7
作者
Sadeghi, Morteza [1 ,2 ]
Jones, Scott B. [1 ]
机构
[1] Utah State Univ, Dep Plants Soils & Climate, Logan, UT 84321 USA
[2] Ferdowsi Univ Mashhad, Dep Water Engn, Mashhad, Iran
来源
VADOSE ZONE JOURNAL | 2012年 / 11卷 / 04期
关键词
PORE-SIZE DISTRIBUTION; HYDRAULIC CONDUCTIVITY; RICHARDS EQUATION; GENERALIZED SOLUTION; UNSATURATED SOILS; ANALYTICAL-MODEL; POROUS SOLIDS; INFILTRATION; RETENTION; DISPERSION;
D O I
10.2136/vzj2012.0023
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
A recently developed method for scaling Richards' equation during soil-water redistribution was extended here to derive invariant solutions for solute transport for a range of soils and initial conditions. Any arbitrary model for hydraulic properties can be used in Richards' equation. A transport model including both terms of convection and diffusion/dispersion is considered where the soil solute reactions described by a linear sorption isotherm are considered. To evaluate the proposed method, Hydrus-1D simulations were used to solve the water flow and solute transport equations for various soil textures and initial conditions. The resulting soil water content and solute concentrations profiles were scaled using the proposed method. The scaled results were nearly invariant for loam to clay soil textures and for a variety of initial conditions. The invariance of the scaled results implies a robust approach to scaling water flow and solute transport during the redistribution process and readily produces approximate solutions of the highly nonlinear governing equations.
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页数:10
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共 46 条
  • [11] SCALING OF THE RICHARDS EQUATION UNDER INVARIANT FLUX BOUNDARY-CONDITIONS
    KUTILEK, M
    ZAYANI, K
    HAVERKAMP, R
    PARLANGE, JY
    VACHAUD, G
    [J]. WATER RESOURCES RESEARCH, 1991, 27 (09) : 2181 - 2185
  • [12] Leij F. J., 1996, Report EPA/600/R96/095
  • [13] Analytical model of solute transport by unsteady unsaturated gravitational infiltration
    Lessoff, SC
    Indelman, P
    [J]. JOURNAL OF CONTAMINANT HYDROLOGY, 2004, 72 (1-4) : 85 - 107
  • [14] Leverett MC, 1941, T AM I MIN MET ENG, V142, P152, DOI 10.2118/941152-G
  • [15] PHYSICAL THEORY FOR CAPILLARY FLOW PHENOMENA
    MILLER, EE
    MILLER, RD
    [J]. JOURNAL OF APPLIED PHYSICS, 1956, 27 (04) : 324 - 332
  • [16] PERMEABILITY OF POROUS SOLIDS
    MILLINGTON, R
    QUIRK, JP
    [J]. TRANSACTIONS OF THE FARADAY SOCIETY, 1961, 57 (08): : 1200 - &
  • [17] Symmetry solutions for transient solute transport in unsaturated soils with realistic water profile
    Moitsheki, RJ
    Broadbridge, P
    Edwards, MP
    [J]. TRANSPORT IN POROUS MEDIA, 2005, 61 (01) : 109 - 125
  • [18] ANALYTICAL SOLUTIONS FOR WATER-FLOW AND SOLUTE TRANSPORT IN THE UNSATURATED ZONE
    NACHABE, MH
    ISLAS, AL
    ILLANGASEKARE, TH
    [J]. GROUND WATER, 1995, 33 (02) : 304 - 310
  • [19] Macroscopic capillary length, sorptivity, and shape factor in modeling the infiltration rate
    Nachabe, MH
    [J]. SOIL SCIENCE SOCIETY OF AMERICA JOURNAL, 1996, 60 (04) : 957 - 962
  • [20] Scaling soil water retention functions using particle-size distribution
    Nasta, Paolo
    Kamai, Tamir
    Chirico, Giovanni B.
    Hopmans, Jan W.
    Romano, Nunzio
    [J]. JOURNAL OF HYDROLOGY, 2009, 374 (3-4) : 223 - 234