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首页> 外文期刊>Proceedings of the International Conference on Coastal Engineering >A TWO-DIMENSIONAL SURF ZONE MODEL BASED ON THE BOUSSINESQ EQUATIONS
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A TWO-DIMENSIONAL SURF ZONE MODEL BASED ON THE BOUSSINESQ EQUATIONS

机译:基于BOUSSINESQ方程的二维冲浪区模型

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摘要

A simple approach to wave breaking using the concept of surface rollers is introduced in a two-dimensional Boussinesq model. A surface roller represents a passive bulk of water riding on the front of a breaking wave and the vertical redistribution of momemtum associated with the formation and change of surface rollers leads to additional terms in the Boussinesq equations. A simple geometrical method is used for the determination of the shape and location of these rollers at each time step in the simulation. This automatically results in a time-varying break point position in the case of irregular waves. Furthermore, breaking may well cease for example when waves reach a trough inshore of a bar. Comparison between one-dimensional simulations and experiments shows good agreement for the variation of wave height and mean water surface as well as surface elevation time series throughout the surf zone for both regular and irregular waves. Simulations in two horizontal dimensions are still at the initial stage. A sample simulation is shown.
机译:在二维Boussinesq模型中引入了一种使用压路机概念的简单破波方法。表面滚子代表了散落在破碎波前面的大量被动水,与表面滚子的形成和变化相关的母膜的垂直重新分布导致了Boussinesq方程中的其他项。在仿真中的每个时间步都使用一种简单的几何方法来确定这些辊的形状和位置。在不规则波的情况下,这会自动导致时变断点位置。此外,例如当波浪到达酒吧近海的低谷时,破裂可能会停止。一维模拟和实验之间的比较表明,对于规则波和不规则波,整个冲浪区的波高和平均水面以及表面高程时间序列变化都很好。在两个水平方向上的仿真仍处于初始阶段。显示了一个示例模拟。

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