Abstract
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.
Similar content being viewed by others
References
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.
LI Yun-zhu, LI Bao-guo.Transport of Solute in Soil [M]. Beijing: Science Press, 1998, 113–130. (in Chinese)
LI Xi-kui. Mathematic modeling of contaminant transport in unsaturated/saturated soils, [J].Acta Mechanica Sinica, 1998,30 (3):321–332. (in Chinese)
Parker J C. A parametric model for constitutive properties governing multiphase flow in porous media [J].Water Resource Research, 1987,23(4):619–623.
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.
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.
Kuppusamy T. Finite-element analysis of multiphase immiscible flow through soils [J].Water Resoruce Research, 1987,23(4):625–631.
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.
Milly C D. Advances in modeling of water in the unsaturated zone [J].Transport in Porous Media, 1988,3(2):491–514.
TANG Hai-xing, ZHANG He-ping. Mathematic simulation of moisture infiltration studies considering gas pressure potential[J].Advances in Water Science, 1996,7(1):8–13. (in Chinese)
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.
Weir G J, Kissling W M. The influence of gasflow on the vertical infiltration of water into soil[J].Water Resource Research, 1992,28(10):2765–2772.
Bear J.Dynamics of Fluids in Porous Media [M]. LI Jing-sheng, CHEN Chong-xi Transls. The Chinese Architecture Industry Publishing Press, 1983, 158–166. (Chinese varsicn)
CHIEN Wei-zang.The Theory and Application of Singular Perturbation in Mechanics [M]. Beijing: Science Press, 1981, 186–191. (in Chinese)
Kurashige M. Transient response of a fluid-saturated poroelastic layer subjected to a sudden fluid pressure rise [J].J Appl Mech, 1982,49(2):492–496.
Author information
Authors and Affiliations
Additional information
Communicated by Liu Yu-lu
Foundation items: the National Key of “Tenth Five-Year” of China (2001BA803B0404); theNatural Science Foundation of Liaoning Porvince of China (2001101063)
Biography: Xue Qiang (1976≈)
Rights and permissions
About this article
Cite this article
Qiang, X., Bing, L., Xiao-li, L. et al. Fluid-solid coupling mathematical model of contaminant transport in unsaturated zone and its asymptotical solution. Appl Math Mech 24, 1475–1485 (2003). https://doi.org/10.1007/BF02435589
Received:
Revised:
Issue Date:
DOI: https://doi.org/10.1007/BF02435589
Key words
- contaminant transport
- unsaturated zone
- numerical model
- fluid-solid coupling interaction
- asymptotical solution