TURBULENCE MODEL FOR WATER FLOW OVER TWO-DIMENSIONAL BED FORMS

The authors apply a boundary-fitted numerical model, which adopts the general conservation of mass and momentum equation, to free surface water flow over a two-dimensional topography. A three-layer near-wall turbulent kinetic energy/turbulence energy dissipation (k-E) model is employed to account partially for the effect of the separated-reattaching region in front of each sand wave. A streamline curvature modification is introduced to achieve a proper response to the degree of anisotropy between the normal stresses. The geometric shape of the train of sand waves is represented by a general curvilinear coordinate system. The numerical results were compared with the available experimental data in the literature, and overall agreement was good. Detailed computations suggest that the two-equation k-E model with careful modifications can yield good predictions for the sand-wave problem. The present model provides a foundation for the further study of bed-load transport and resistance to flow arising from the movement of sediment bed forms.

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  • English

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  • Accession Number: 00736729
  • Record Type: Publication
  • Files: TRIS
  • Created Date: May 26 1997 12:00AM