DOI QR코드

DOI QR Code

A radial point interpolation method for 1D contaminant transport modelling through landfill liners

  • Praveen Kumar, R. (Centre for Environmental Risk Assessment and Remediation, University of South Australia) ;
  • Dodagoudar, G.R. (Department of Civil Engineering, Indian Institute of Technology Madras)
  • Received : 2009.08.31
  • Accepted : 2010.06.16
  • Published : 2010.06.25

Abstract

In the framework of meshfree methods, a new methodology is developed based on radial point interpolation method (RPIM). This methodology is applied to a one-dimensional contaminant transport modelling in the saturated porous media. The one-dimensional form of advection-dispersion equation involving reactive contaminant is considered in the analysis. The Galerkin weak form of the governing equation is formulated using 1D meshfree shape functions constructed using thin plate spline radial basis functions. MATLAB code is developed to obtain the numerical solution. Numerical examples representing various phenomena, which occur during migration of contaminants, are presented to illustrate the applicability of the proposed method and the results are compared with those obtained from the analytical and finite element solutions. The proposed RPIM has generated results with no oscillations and they are insensitive to Peclet constraints. In order to test the practical applicability and performance of the RPIM, three case studies of contaminant transport through the landfill liners are presented. A good agreement is obtained between the results of the RPIM and the field investigation data.

Keywords

References

  1. Belytschko, T., Lu, Y.Y. and Gu, L. (1994), "Element-free Galerkin methods", Int. J. Numer. Meth. Eng., 37(2), 229-256. https://doi.org/10.1002/nme.1620370205
  2. Boztosun, I. and Charafi, A. (2002), "An analysis of the linear advection-diffusion equation using mesh-free and mesh-dependent methods", Eng. Anal. Bound. Elem., 26(10), 889-895. https://doi.org/10.1016/S0955-7997(02)00053-X
  3. Craig, J.R. and Rabideau, A.J. (2006), "Finite difference modelling of contaminant transport using analytic element flow solutions", Adv. Water Resour., 29(7), 1075-1087. https://doi.org/10.1016/j.advwatres.2005.08.010
  4. Crank, J. (1956), The mathematics of diffusion, Oxford Press, London.
  5. Dai, K.Y., Liu, G.R., Lim, K.M., Han, X. and Du, S.Y. (2004), "A meshfree radial point interpolation method for analysis of functionally graded material (FGM) plates", Comput. Mech., 34(3), 213-223.
  6. Donea, J. and Huerta, A. (2003), Finite element methods for flow problems, John Wiley and Sons Inc., New York.
  7. Eldho, T.I. and Rao, B.V. (1997), "Simulation of two-dimensional contaminant transport with dual reciprocity boundary elements", Eng. Anal. Bound. Elem., 20(3), 213-228. https://doi.org/10.1016/S0955-7997(97)00086-6
  8. Frind, E.O. (1988), "Solution of the advection-dispersion equation with free exit boundary", Numer. Method Partial Differ. Equ., 4(4), 301-313. https://doi.org/10.1002/num.1690040403
  9. GeoSlope International Ltd. (2007), Transport modelling with CTRAN/W 2007: an engineering methodology,Student version 7.02, 2nd Edition, Alberta, Canada.
  10. King, K.S., Quigley, R.M., Fernandez, F., Reades, D.W. and Bacopoulos, A. (1993), "Hydraulic conductivity and diffusion monitoring of the Keele Valley Landfill liner, Maple, Ontario", Can. Geotech. J., 30(1), 124-134. https://doi.org/10.1139/t93-011
  11. Lake, C.B. and Rowe, R.K. (2005), "The 14-year performance of a compacted clay liner used as part of a composite liner system for a leachate lagoon", Geotech. Geol. Eng., 23(6), 657-678. https://doi.org/10.1007/s10706-004-8815-8
  12. Li, J., Chen, Y. and Pepper, D. (2003), "Radial basis function method for 1-d and 2-d groundwater contaminant transport modelling", Comput. Mech., 32(1-2), 10-15. https://doi.org/10.1007/s00466-003-0447-y
  13. Liu, G.R., Zhang, G.Y., Gu, Y.T. and Wang, Y.Y. (2005), "A meshfree radial point interpolation method (RPIM) for three-dimensional solids", Comput. Mech., 36(6), 421-430. https://doi.org/10.1007/s00466-005-0657-6
  14. Liu, W.K., Jun, S. and Zhang, Y.F. (1995), "Reproducing kernel particle methods", Int. J. Numer. Meth. Fl., 20(8-9), 1081-1106. https://doi.org/10.1002/fld.1650200824
  15. Monaghan, J.J. (1998), "An introduction to SPH", Comput. Phys. Commun., 48(1), 89-96.
  16. Ogata, A. and Banks, R.B. (1961), A solution of the differential equation of longitudinal dispersion in porous media, USGS, Professional Paper: 411-A, Reston, VA.
  17. Pinder, G.F. and Gray, W.G. (1977), Finite element simulation in surface and subsurface hydrology, Academic Press, New York.
  18. Praveen Kumar, R. (2008), Modelling of 1d, 2d and 3d contaminant transport through saturated and unsaturated porous media using meshfree techniques, Ph.D. Thesis, Indian Institute of Technology Madras, India.
  19. Praveen Kumar, R. and Dodagoudar, G.R. (2008), "Two-dimensional modelling of contaminant transport through saturated porous media using the radial point interpolation method (RPIM)", Hydrogeol. J., 16(8), 1497-1505. https://doi.org/10.1007/s10040-008-0325-y
  20. Praveen Kumar, R., Dodagoudar, G.R. and Rao, B.N. (2007), "Meshfree modelling of one dimensional contaminant transport in unsaturated porous media", Geomech. Geoeng., 2(2), 129-136. https://doi.org/10.1080/17486020701379302
  21. Quigley, R.M. and Rowe, R.K. (1986), Leachate migration through clay below a domestic waste landfill, Sarnia, Ontario, Canada: chemical interpretation and modelling philosophies, In: Lorenzen, D., Conway, R.A., Jackson, L.P., Hamza, A., Perket, C.L., Lacy, W.J. (eds) Hazardous and Industrial Solid Waste Testing and Disposal, Sixth Volume, ASTM STP 933, 93-103, American Society for Testing and Materials, Philadelphia, USA.
  22. Quigley, R.M., Fernandez, F., Yanful, E., Helgason, T., Margaritis, A. and Whitby, J.L. (1987), "Hydraulic conductivity of contaminated natural clay directly beneath a domestic landfill", Can. Geotech. J., 24(3), 377- 383. https://doi.org/10.1139/t87-048
  23. Rowe, R.K. and Booker, J.R. (1985), "1-d pollutant migration in soils of finite depth", J. Geotech. Eng. - ASCE, 111(4), 479-499. https://doi.org/10.1061/(ASCE)0733-9410(1985)111:4(479)
  24. Rowe, R.K., Quigley, R.M., Brachman, R.W.I. and Booker, J.R. (2004), Barrier systems for waste disposal, E & FN Spon Press, London.
  25. van Genuchten, M.Th. (1981), "Analytical solutions for chemical transport with simultaneous adsorption, zeroorder production and first-order decay", J. Hydrol., 49(3-4), 213-233. https://doi.org/10.1016/0022-1694(81)90214-6
  26. Wang, J.G. and Liu, G.R. (2002), "On the optimal shape parameters of radial basis functions used for 2-d meshless methods", Comput. Method. Appl. M., 191(23-24), 2611-2630. https://doi.org/10.1016/S0045-7825(01)00419-4
  27. Wang, J.G., Liu, G.R. and Lin, P. (2002), "Numerical analysis of Biot's consolidation process by radial point interpolation method", Int. J. Solids Struct., 39(6), 1557-1573. https://doi.org/10.1016/S0020-7683(02)00005-7
  28. Zheng, C. and Bennett, G.D. (1995), Applied contaminant transport modelling: theory and practice, Van Nostrand Reinhold, New York.

Cited by

  1. Estimation of equivalent permeability tensor for fractured porous rock masses using a coupled RPIM-FEM method vol.36, pp.3, 2019, https://doi.org/10.1108/ec-06-2018-0276