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首页> 外文期刊>Proceedings of the International Conference on Coastal Engineering >VALIDATION OF A BUOYANCY-MODIFIED TURBULENCE MODEL BY NUMERICAL SIMULATIONS OF BREAKING WAVES OVER A FIXED BAR
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VALIDATION OF A BUOYANCY-MODIFIED TURBULENCE MODEL BY NUMERICAL SIMULATIONS OF BREAKING WAVES OVER A FIXED BAR

机译:浮力修正湍流模型的固定棒断裂波数值模拟验证

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The surf zone dynamics are governed by important processes such as turbulence generation , nearshore sediment transport , wave run-up and wave overtopping at a coastal structure. During field observations , it is very challenging to measure and quantify wave breaking turbulence . Complementary to experimental laboratory studies in a more controlled environment , numerical simulations are highly suitable to understand and quantify surf zone processes more accurately. In this study, wave propagation and wave breaking over a fixed barred beach profile is investigated using a two phase Navier-Stokes flow solver. We show that accurate predictions of the turbulent two-phase flow field require special attention regarding turbulence modelling. The numerical wave flume is implemented in the open source OpenFOAM library. The computed results (surface elevations , velocity profiles and turbulence levels) are compared against experimental measurements in a wave flume (van der A et al., 2017) .
机译:冲浪区的动力学受重要过程控制,例如湍流的产生,近岸沉积物的输送,波浪的上升和海岸结构的波浪超顶。在野外观测期间,测量和量化破波湍流非常具有挑战性。作为在更可控的环境中进行实验实验室研究的补充,数值模拟非常适合于更准确地理解和量化冲浪区过程。在这项研究中,使用两相Navier-Stokes流量解算器研究了在固定禁止海滩剖面上的波浪传播和波浪破碎。我们表明,湍流两相流场的准确预测需要特别关注湍流建模。数字波形水槽在开源OpenFOAM库中实现。将计算结果(表面高程,速度剖面和湍流水平)与波浪槽中的实验测量结果进行比较(van der A等,2017)。

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