ENVIRONMENTAL FLUID MECHANICS | |||||||||||||||
University of Texas at Austin, Department of Civil, Architectural & Environmental Engineering | |||||||||||||||
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Hydrostatic model results for breaking internal wave For a similar set of pictures of a non-hydrostatic wave model <follow this link> For a similar set of pictures of a non-breaking wave <follow this link> For movies (6 at 500 mb each) matching the figures on this page <follow this link> |
20 x 15 grid
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40 x 30 grid
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80 x 60 grid
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0.50 wave periods
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0.80 wave periods
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1.0 wave periods
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2.00 wave periods
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©2006 Ben R. Hodges | last updated July 21, 2005 |
UT College of Engineering Dept of Civil Engineering EWRE CRWR EFM Home |