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首页> 外文期刊>Proceedings of the International Conference on Coastal Engineering >COMPARISON OF NUMERICAL MODELS FOR WAVE OVERTOPPING AND IMPACT ON A SEA WALL
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COMPARISON OF NUMERICAL MODELS FOR WAVE OVERTOPPING AND IMPACT ON A SEA WALL

机译:波浪倾覆和冲击对海壁数值模型的比较

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The paper discusses three different numerical models in a study of wave overtopping and impact on a sea wall. The models used are SWASH (based on the nonlinear shallow water equations), DualSPHysics and FLOW-3D (both based on the full Navier-Stokes equations). The models are validated against experimental measurements in a setup with a quay wall and berm in front of the sea wall. The two models based on the full Navier-Stokes equations provide good estimates of the wave impact on the sea wall. Moreover, reasonable agreement with experimental values of averaged overtopping discharges was found for the full test time series simulated with FLOW-3D. Notwithstanding the SWASH model provides reasonable estimates for the wave overtopping on a simple quay wall, at a significantly lower computational cost than the other two models, it clearly underrates the overtopping discharge in the case of a combination of a quay wall, berm and sea wall. Further investigation is needed to draw conclusions on the model accuracy of SWASH in such a case.
机译:本文在研究波浪超顶和对海堤的影响时讨论了三种不同的数值模型。使用的模型是SWASH(基于非线性浅水方程),DualSPHysics和FLOW-3D(均基于完整的Navier-Stokes方程)。该模型已通过在码头和海堤前的堤防设置中的实验测量进行了验证。基于完整的Navier-Stokes方程的两个模型可以很好地估计波浪对海堤的影响。此外,在用FLOW-3D模拟的整个测试时间序列中,发现与平均过顶放电的实验值合理吻合。尽管SWASH模型可以为简单码头壁上的波浪超顶提供合理的估计,但计算成本比其他两个模型低得多,但在将码头壁,护堤和防波堤组合使用的情况下,它明显低估了超顶流量。在这种情况下,需要进一步调查以得出关于SWASH的模型准确性的结论。

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