Efficient Nonhydrostatic Modeling of Surface Waves from Deep to Shallow Water
Resource
Journal of Waterway, Port, Coastal, and Ocean Engineering, 136(2), 104-118
Journal
Journal of Waterway Port Coastal and Ocean Engineering
Pages
104-118
Date Issued
2010
Date
2010
Author(s)
Wu, Chin H.
Young, Chih-Chieh
Chen, Qin
Lynett, Patrick J.
Abstract
An 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.
SDGs
Type
journal article
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