ENVIRONMENTAL FLUID MECHANICS
University of Texas at Austin, Department of Civil, Architectural & Environmental Engineering
 
 

Comparison of model results for breaking internal wave

 

<to index>

hydrostatic model

80 x 60 grid

non-hydrostatic model

80 x 60 grid

0.50 wave periods

 

0.80 wave periods
1.0 wave periods
2.00 wave periods
 
©2006 Ben R. Hodges • last updated July 21, 2005

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