Show simple item record

contributor authorChin H. Wu
contributor authorChih-Chieh Young
contributor authorQin Chen
contributor authorPatrick J. Lynett
date accessioned2017-05-08T22:04:02Z
date available2017-05-08T22:04:02Z
date copyrightMarch 2010
date issued2010
identifier other%28asce%29ww%2E1943-5460%2E0000080.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/70308
description abstractAn efficient nonhydrostatic model with the embedded Boussinesq-type like equations at the free surface is presented to simulate surface waves from shallow to deep water. The new free-surface treatment yields an accurate expression of vertical distribution of nonhydrostatic pressure. This approach is free of the irrotational flow assumption. Two locations of reference velocities obtained through interpolations of nonhydrostatic velocities are used to optimize frequency dispersion for a wide range of wave conditions. Accuracy and efficiency of the model is critically tested against analytical solutions and experimental data. Overall, the present nonhydrostatic model using a small number of vertical layers (i.e., 2–4) is capable of resolving dispersive wave motions with various effects.
publisherAmerican Society of Civil Engineers
titleEfficient Nonhydrostatic Modeling of Surface Waves from Deep to Shallow Water
typeJournal Paper
journal volume136
journal issue2
journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
identifier doi10.1061/(ASCE)WW.1943-5460.0000032
treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;2010:;Volume ( 136 ):;issue: 002
contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record