XUE Qiang, LIANG Bing, LIU Xiao-li, LI Hong-yan. Fluid-Solid Coupling Mathematical Model of Contaminant Transport in Unsaturated Zone and Its Asymptotical Solution[J]. Applied Mathematics and Mechanics, 2003, 24(12): 1309-1318.
Citation: XUE Qiang, LIANG Bing, LIU Xiao-li, LI Hong-yan. Fluid-Solid Coupling Mathematical Model of Contaminant Transport in Unsaturated Zone and Its Asymptotical Solution[J]. Applied Mathematics and Mechanics, 2003, 24(12): 1309-1318.

Fluid-Solid Coupling Mathematical Model of Contaminant Transport in Unsaturated Zone and Its Asymptotical Solution

  • Received Date: 2001-03-30
  • Rev Recd Date: 2003-05-16
  • Publish Date: 2003-12-15
  • The process of contaminant transport is a problem of multicomponent and multiphase flow in unsaturated zone. Under the presupposition that gas existence affects water transport, a coupled mathematical model of contaminant transport in unsaturated zone has been established based on fluid- solid interaction mechanics theory. The asymptotical solutions to the nonlinear coupling mathematical model were accomplished by the perturbation and integral transformation method. The distribution law of pore pressure, pore water velocity and contaminant concentration in unsaturated zone has been presented under the conditions of with coupling and without coupling gas phase. An example problem was used to provide a quantitative verification and validation of the model. The asymptotical solution was compared with Faust model solution. The comparison results show reasonable agreement between asymptotical solution and Faust solution, and the gas effect and media deformation has a large impact on the contaminant transport. The theoretical basis is provided for forecasting contaminant transport and the determination of the relationship among pressure-saturation-permeability in laboratory.
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  • [1]
    Kandil H,Miller C T,Skaggs R W.Modeling long-term solute transport in drained unsaturated zones[J].Water Resources Research,1992,28(10):2799-2809.
    [2]
    李韵珠,李保国.土壤溶质的运移[M].北京:科学出版社,1998,113-130.
    [3]
    李锡夔.饱和-非饱和土壤中污染物运移过程的数值模拟[J].力学学报,1998,30(3):321-332.
    [4]
    Parker J C.A parametric model for constitutive properties governing multiphase flow in porous media[J].Water Resource Research,1987,23(4):619-623.
    [5]
    Abriola L M,Pinder G F.A multiphase approach to the modeling of porous media contamination by organic compounds-2:Numerical simulation[J].Water Resource Research,1985,21(1):19-27.
    [6]
    Abriola L M,Pinder G F.A multiphase approach to the modeling of porous media contamination by organic compounds-1:Equation development[J].Water Resource Research,1985,21(1):11-18.
    [7]
    Kuppusamy T.Finite-element analysis of multiphase immiscible flow through soils[J].Water Resource Research,1987,23(4):625-631.
    [8]
    Faust C R.Transport of immiscible fluids within and below the unsaturated zone:A numerical model[J].Water Resource Research,1985,21(4):587-596.
    [9]
    Milly C D.Advances in modeling of water in the unsaturated zone[J].Transport in Porous Media,1988,3(2):491-514.
    [10]
    唐海行,张和平.考虑气压势影响的降雨入渗数值模拟研究[J].水科学进展,1996,7(1):8-13.
    [11]
    Touma J,Vauclin M.Experimental and numerical analysis of two-phase infiltration in a partially saturated soil[J].Transport in Porous Media,1986,12(1):27-55.
    [12]
    Weir G J,Kissling WM.The influence of gasflow on the vertical infiltration of water into soil[J].Water Resource Research,1992,28(10):2765-2772.
    [13]
    贝尔J.多孔介质流体动力学[M].李竟生,陈崇希译.北京:中国建筑工业出版社,1983,158-166.
    [14]
    钱伟长.奇异摄动理论在力学中的应用[M].北京:科学出版社,1981,186-191.
    [15]
    Kurashige M.Tansient response of a fluid-saturated poroelastic layer subjected to a sudden fluid pressure rise[J].J Appl Mech,1982,49(2):492-496.
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