Repository logo
  • English
  • Català
  • Čeština
  • Deutsch
  • Español
  • Français
  • Gàidhlig
  • Italiano
  • Latviešu
  • Magyar
  • Nederlands
  • Polski
  • Português
  • Português do Brasil
  • Suomi
  • Svenska
  • Türkçe
  • Қазақ
  • বাংলা
  • हिंदी
  • Ελληνικά
  • Yкраї́нська
  • Log In
    or
    New user? Click here to register.Have you forgotten your password?
Repository logo
  • Communities & Collections
  • Research Outputs
  • Fundings & Projects
  • People
  • Statistics
  • English
  • Català
  • Čeština
  • Deutsch
  • Español
  • Français
  • Gàidhlig
  • Italiano
  • Latviešu
  • Magyar
  • Nederlands
  • Polski
  • Português
  • Português do Brasil
  • Suomi
  • Svenska
  • Türkçe
  • Қазақ
  • বাংলা
  • हिंदी
  • Ελληνικά
  • Yкраї́нська
  • Log In
    or
    New user? Click here to register.Have you forgotten your password?
  1. Home
  2. Indian Institute of Technology Madras
  3. Publication14
  4. Contaminant transport modelling using EFGM
 
  • Details
Options

Contaminant transport modelling using EFGM

Date Issued
2007
Author(s)
Praveen Kumar, R
Dodagoudar, GR
Bhairavavajjula, NR
Abstract
Modelling of contaminant transport in unsaturated soils is necessary to achieve an improved understanding of pollutant migration in the vadose zone, which differs significantly from that of fully saturated porous media. This paper deals with the application of a meshless method called Element Free Galerkin Method for modelling the contaminant transport through the unsaturated porous media with transient flow condition. A one dimensional advection-dispersion equation with linear retardation is considered. The unknown concentration values are approximated by using moving least square approximants, which are constructed by using a weight function, a linear basis function and a set of non-constant coefficients. The weak form of the governing equation is formulated and Lagrange multiplier method is used for enforcing the essential boundary condition. The van Genuchten model is used for describing the hydraulic properties of the soil. A numerical example is presented to illustrate the applicability of the proposed method and the results are compared with those obtained from the finite element method.
Volume
113
Indian Institute of Technology Madras Knowledge Repository developed and maintained by the Library

Built with DSpace-CRIS software - Extension maintained and optimized by 4Science

  • Cookie settings
  • Privacy policy
  • End User Agreement
  • Send Feedback