首页> 外文会议>International Conference on Offshore Mechanics and Arctic Engineering 2007(OMAE2007) vol.4; 20070610-15; San Deigo,CA(US) >A COUPLED-MODE TECHNIQUE FOR THE PREDICTION OF WAVE-INDUCED SET-UP AND MEAN FLOW IN VARIABLE BATHYMETRY DOMAINS
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A COUPLED-MODE TECHNIQUE FOR THE PREDICTION OF WAVE-INDUCED SET-UP AND MEAN FLOW IN VARIABLE BATHYMETRY DOMAINS

机译:一种预测可变浴池域中波引起的装置和平均流量的耦合模式技术

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摘要

In the present work, a complete, phase-resolving wave model is coupled with an iterative solver of the mean-flow equations in intermediate and shallow water depth, permitting an accurate calculation of wave set-up and wave-induced current in intermediate and shallow water environment with possibly steep bathymetric variations. The wave model is based on the consistent coupled-mode system of equations, developed by Athanassoulis & Belibassakis (1999) for the propagation of water waves in variable bathymetry regions. This model improves the predictions of the mild-slope equation, permitting the treatment of wave propagation in regions with steep bottom slope and/or large curvature. In addition, it supports the consistent calculation of wave velocity up to and including the bottom boundary. The above wave model has been further extended to include the effects of bottom friction and wave breaking, which are important factors for the calculation of radiation stresses on decreasing depth. The latter have been used as forcing terms to the mean flow equations in order to predict wave-induced set up and mean flow in open and closed domains. Numerical results obtained by the present model are presented and compared with predictions obtained by the mild-slope approximation (Massel & Gourlay 2000), and experimental data (Gourlay 1996).
机译:在目前的工作中,一个完整的相位分辨波模型与中,浅水深处平均流量方程的迭代求解器结合在一起,可以准确计算中,浅水深处的波建立和波感生电流。水环境可能具有陡峭的测深变化。波浪模型基于由Athanassoulis和Belibassakis(1999)开发的,用于水深在可变测深区域中传播的方程的一致耦合模式系统。该模型改进了对缓坡方程的预测,从而允许在陡峭的底坡和/或大曲率的区域中处理波传播。此外,它还支持对直至和包括底部边界的波速进行一致的计算。上面的波浪模型已经进一步扩展,包括了底部摩擦和波浪破碎的影响,它们是计算减小深度的辐射应力的重要因素。后者已被用作平均流量方程的强制项,以便预测在开放域和封闭域中的波诱导建立和平均流量。介绍了通过本模型获得的数值结果,并将其与通过缓坡近似(Massel&Gourlay 2000)和实验数据(Gourlay 1996)获得的预测结果进行了比较。

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