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Numerical investigation on the hydrodynamic performance of a new designed breakwater using smoothed particle hydrodynamic method

机译:使用平滑粒子流体动力学方法新设计防堤流体动力学性能的数值研究

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Floating breakwaters have better performance than fixed breakwaters in deep water conditions owing to their higher durability and lower cost. To evaluate the hydrodynamics of a floating breakwater system, a coupling model between smoothed particle hydrodynamics and a multisegmented quasi-Static method is developed. The free-floating and the moored cases are firstly employed as benchmarks to validate the accuracy and stability of the proposed numerical procedure. The coupling model is then utilized to investigate the wave-attenuating performance of a novel configuration of floating breakwater under different environmental conditions. It is demonstrated that die induced response and the tension characteristics are both in good agreement with experimental results, which means that the developed coupling model is capable of predicting the hydrodynamics of the floating breakwater system. Moreover, it is also suggested that the newly-proposed configuration shows more satisfactory wave-attenuating performance than the classical type by inducing more complex velocity fields surrounding the breakwater.
机译:由于其耐用性较高和更低的成本,浮动防波堤具有比深水条件的固定防波堤更好的性能。为了评估浮动防波堤系统的流体动力学,开发了平滑粒子流体动力学与多条计的准静态方法之间的耦合模型。首先采用自由浮动和停泊的病例作为基准,以验证提出的数值程序的准确性和稳定性。然后利用耦合模型来研究不同环境条件下浮水的新配置的波浪衰减性能。结果证明,模具诱导的响应和张力特性与实验结果均匀,这意味着开发的耦合模型能够预测浮防水系统的流体动力学。此外,还建议新建的配置通过诱导防波堤周围的更复杂的速度场来显示比经典类型更令人满意的波衰减性能。

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