Domain decomposition using BEM for seepage analysis beneath a dam underlain by non-homogeneous deposit

Faisal M. Mukhtar*

*Corresponding author for this work

Research output: Chapter in Book/Report/Conference proceedingConference contributionpeer-review

Abstract

A seepage problem beneath an impermeable dam is analyzed, and the flow head and flownets distribution determined using boundary element method (BEM) which requires boundary-only discretization. Since BEM is only applicable to homogeneous problems, the idea of domain decomposition is used to solve the non-homogeneous orthotropic cases. Verification has been achieved using finite element method (FEM) that requires both domain and boundary discretization. The obvious advantage of BEM over FEM is the fact that results of high accuracy with lesser computational time and effort can be obtained. Results achieved indicate an excellent agreement between the BEM-based and FEM approaches.

Original languageEnglish
Title of host publicationCanadian Society for Civil Engineering Annual Conference 2016
Subtitle of host publicationResilient Infrastructure
PublisherCanadian Society for Civil Engineering
Pages459-467
Number of pages9
ISBN (Electronic)9781510843592
StatePublished - 2016

Publication series

NameProceedings, Annual Conference - Canadian Society for Civil Engineering
Volume1

Keywords

  • Boundary element method
  • Domain decomposition
  • Laplace equation
  • Seepage analysis

ASJC Scopus subject areas

  • General Engineering

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