首页> 外文会议>International Conference on Coastal Engineering 2006(ICCE 2006); 20060903-08; San Diego,CA(US) >NUMERICAL INVESTIGATIONS ON THE EFFECT OF WAVE SKEWNESS ON SANDBAR MIGRATION
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NUMERICAL INVESTIGATIONS ON THE EFFECT OF WAVE SKEWNESS ON SANDBAR MIGRATION

机译:波浪偏斜度对桑巴迁​​移影响的数值研究

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The morphological evolution of a natural beach characterized by large alongshore-uniform sandbars is numerically investigated. The model consists of a linear spectral refraction-diffraction model, REF/DIF S and a quasi-3D nearshore circulation model, SHORECIRC. The nonlinearities of the near bed orbital velocities are introduced by using a set of empirical equations. A generic energetics-type sediment transport model is incorporated in the model to predict the transport rates and the bathymetric evolution. Offshore (onshore) bar migration is predicted for non-skewed (skewed) wave conditions. It is observed that the near bed orbital velocity skewness due to nonlinearities contributes to the onshore transport of sediment and dominates causing onshore bar migration.
机译:数值研究了以大型沿岸均匀沙洲为特征的天然海滩的形态演化。该模型由线性光谱折射-衍射模型REF / DIF S和准3D近岸循环模型SHORECIRC组成。通过使用一组经验方程来介绍近床轨道速度的非线性。通用的能量学类型的泥沙输运模型被合并到该模型中,以预测输水速率和等深线演变。对于非倾斜(倾斜)波浪条件,可以预测海上(岸上)钢筋迁移。可以看出,由于非线性造成的近床轨道速度偏斜有助于沉积物的陆上运输,并且占主导地位,导致陆上的条形迁移。

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