An Experimental and Numerical Study of the Internal Wave Generation by Tide—Topography Interaction
Open Access
- 1 April 1990
- journal article
- Published by American Meteorological Society in Journal of Physical Oceanography
- Vol. 20 (4) , 506-521
- https://doi.org/10.1175/1520-0485(1990)020<0506:aeanso>2.0.co;2
Abstract
A stratified fluid response to barotropic oscillatory now over a large-amplitude obstacle is examined on the basis of the results of laboratory and numerical experiments. It is demonstrated that, when the obstacle height is fixed relative to the water depth (δ), the type of fluid response is dependent on two dimensional parameters, that is, the maximum internal Froude number at the top of the obstacle (Frm) and the oscillatory period normalized to the time interval an internal wave travels over the horizontal length scale of an obstacle (Td). For the parameter range 0.5 ≤ Frm ≤ 1.75 and 1.5 ≤ Td ≤ 2.5, a detailed comparison is made between the results of laboratory and numerical experiments and shown to be in very good agreement. First and second mode internal waves are specifically identified over the leeside slope of the obstacle. When the value of Frmis greater than one, in particular, internal waves of large amplitude occur because the elementary waves converge at the vicinity of the critical... Abstract A stratified fluid response to barotropic oscillatory now over a large-amplitude obstacle is examined on the basis of the results of laboratory and numerical experiments. It is demonstrated that, when the obstacle height is fixed relative to the water depth (δ), the type of fluid response is dependent on two dimensional parameters, that is, the maximum internal Froude number at the top of the obstacle (Frm) and the oscillatory period normalized to the time interval an internal wave travels over the horizontal length scale of an obstacle (Td). For the parameter range 0.5 ≤ Frm ≤ 1.75 and 1.5 ≤ Td ≤ 2.5, a detailed comparison is made between the results of laboratory and numerical experiments and shown to be in very good agreement. First and second mode internal waves are specifically identified over the leeside slope of the obstacle. When the value of Frmis greater than one, in particular, internal waves of large amplitude occur because the elementary waves converge at the vicinity of the critical...Keywords
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