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水力发电学报 ›› 2021, Vol. 40 ›› Issue (7): 152-162.doi: 10.11660/slfdxb.20210714

• • 上一篇    

波流与泥沙耦合模型中海岸越顶水流冲刷模拟

  

  • 出版日期:2021-07-25 发布日期:2021-07-25

Numerical simulations of coastal overwash based on coupled wave-current and sediment transport model

  • Online:2021-07-25 Published:2021-07-25

摘要: 海岸越顶水流冲刷是一种自然现象,通常发生在风暴期间,可能会导致近岸地形的剧烈变化。现有海岸岸滩演变三维数学模型还较少考虑越顶水流冲刷,尤其是越浪冲刷的作用。为此,本文发展了越浪输沙经验算法,并引入到基于FVCOM和SWAN的三维波流与泥沙耦合模型中,建立了能够模拟越顶水流冲刷的三维岸滩演变数学模型;收集了两组越顶水流室内冲刷试验数据对模型进行了验证,结果表明,所建立的模型能够较好地模拟不同水动力和岸滩剖面条件下越顶水流冲刷造成的地形变化;另外,对越浪输沙算法中横向输沙率经验系数进行了敏感性分析,讨论了各系数对模型结果的影响。

关键词: 波流耦合, 三维模型, 越顶水流冲刷, 越浪, 岸滩演变

Abstract: Coastal overwash is a natural process, usually occurring during severe storms and hurricanes, and may cause rapid profile changes in the nearshore. Up to present, only a limited number of three-dimensional numerical models have been developed previously for the effects of overwash, especially runup overwash. This study develops an overwash algorithm and applies it in a three-dimensional coupled wave-current-sediment transport model that integrates the FVCOM model and SWAN wave model, so that we can achieve a morphological model for prediction of the overwash profile evolution. This model is validated using two sets of laboratory data. The results show it is capable of simulating beach profile changes caused by the overwash under different hydrodynamic and morphological conditions. In addition, sensitivity analysis of the empirical coefficients in the overwash algorithm is carried out, and the influences of the coefficients on the model results are discussed.

Key words: wave-current coupling, three-dimensional model, overwash, runup, morphological evolution

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