On the modeling and simulation of non-hydrostatic dam break flows

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Abstract

The numerical simulation of three-dimensional dam break flows is discussed. A non-hydrostatic numerical model for free-surface flows is considered, which is based on the incompressible Navier-Stokes equations coupled with a volume-of-fluid approach. The numerical results obtained for a variety of benchmark problems show the validity of the numerical approach, in comparison with other numerical models, and allow to investigate numerically the non-hydrostatic three-dimensional effects, in particular for the usual test cases where hydrostatic approximations are known analytically. The numerical experiments on actual topographies, in particular the Malpasset dam break and the (hypothetical) break of the Grande-Dixence dam in Switzerland, also illustrate the capabilities of the method for large-scale simulations and real-life visualization.

Original languageEnglish
Pages (from-to)401-417
Number of pages17
JournalComputing and Visualization in Science
Volume14
Issue number8
DOIs
Publication statusPublished - 1 Dec 2011

Keywords

  • Dam breaks
  • Finite-element method
  • Free-surface hydrodynamical flows
  • Hydraulic engineering
  • Three-dimensional non-hydrostatic model
  • Volume-of-fluid modeling

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