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contributor authorHengliang Yuan
contributor authorChin H. Wu
date accessioned2017-05-08T22:40:51Z
date available2017-05-08T22:40:51Z
date copyrightApril 2006
date issued2006
identifier other%28asce%290733-9399%282006%29132%3A4%28447%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/86239
description abstractA fully nonhydrostatic model is tested by simulating a range of surface-wave motions, including linear dispersive waves, nonlinear Stokes waves, wave propagation over bottom topographies, and wave–current interaction. The model uses an efficient implicit method to solve the unsteady, three-dimensional, Navier-Stokes equations and the fully nonlinear free-surface boundary conditions. A new top-layer pressure treatment is incorporated to fully include the nonhydrostatic pressure effect. The model results are verified against either analytical solutions or experimental data. It is found that the model using a small number of vertical layers is capable of accurately simulating both the free-surface elevation and vertical flow structure. By further examining the model’s performance of resolving wave dispersion and nonlinearity, the model’s efficiency and accuracy are demonstrated.
publisherAmerican Society of Civil Engineers
titleFully Nonhydrostatic Modeling of Surface Waves
typeJournal Paper
journal volume132
journal issue4
journal titleJournal of Engineering Mechanics
identifier doi10.1061/(ASCE)0733-9399(2006)132:4(447)
treeJournal of Engineering Mechanics:;2006:;Volume ( 132 ):;issue: 004
contenttypeFulltext


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