Paper Title:
A 2D Numerical Model for Simulation of Two-Dimensional Circular Dam-Break
  Abstract

The purpose of this paper is to present a 2D depth-averaged model under orthogonal curvilinear coordinates for simulating two-dimensional circular dam-break flows. The proposed model uses an orthogonal curvilinear coordinate system efficiently and accurately to simulate the flow field with irregular boundaries. As for the numerical solution procedure, The SIMPLEC solution procedure has been used for the transformed governing equations in the transformed domain. Practical application of the model is illustrated by an example, which demonstrates that the mathematical model can capture hydraulic discontinuities accurately such as steep fronts, hydraulic jump and drop, etc.

  Info
Periodical
Edited by
Han Zhao
Pages
2993-2996
DOI
10.4028/www.scientific.net/AMM.130-134.2993
Citation
M. Q. Liu, Y.L. Liu, "A 2D Numerical Model for Simulation of Two-Dimensional Circular Dam-Break", Applied Mechanics and Materials, Vols. 130-134, pp. 2993-2996, 2012
Online since
October 2011
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