单向和多向不规则波作用下港域波浪数值研究
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Numerical study of wave conditions in harbor under unidirectional and multi-directional irregular waves
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    摘要:

    采用MIKE-BW模型对TEMA港内波浪场进行数值模拟和验证,二者吻合良好。在此基础上对比分析单向和多向不规则波作用下港内波浪条件,以及随入射波向和谱峰周期的变化规律。结果表明:在以绕射为主的模型中,多向波扰动系数大于单向波,此时采用多向波更加安全合理,并且在模型计算中,不可忽视地形变化对港域波高分布的影响;在模型边界反射较强的模型中,单向波扰动系数可能大于多向波扰动系数,此时采用单向波会更加安全。

    Abstract:

    MIKE21 BW numerical model was verified by the wave filed simulation of port TEMA,which matched well with physical model test results.The wave conditions in the harbor under unidirectional and multi-directional irregular waves were studied and their variation laws caused by different wave directions and peak periods were given.The study shows that the diffraction performance of the multi-directional wave is greater than that of the unidirectional wave in the model with dominant diffraction,therefore it is safer and more rational to take multi-directional waves to conduct the simulation.Besides,it also finds out that the terrain plays a significant role in wave diffraction.What’s more,it is safer to take unidirectional waves to perform the simulation in the model with dominant reflection,with the higher disturbance coefficient under unidirectional waves than that under multi-directional waves.

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刘远超,赵红军,许 凡,等.单向和多向不规则波作用下港域波浪数值研究[J].水运工程,2018(5):40-43.

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  • 在线发布日期: 2018-05-15
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