密排桩式堤波浪透射系数数值研究*
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国家自然科学基金联合项目(U2040203);国家重点研发计划项目(2017YFC0405402);河海大学创新项目(2020102941086)


Numerical study on wave transmission coefficient of closely arranged pile breakwater
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    摘要:

    采用VOF(流体体积函数)方法进行液面捕捉,通过推板造波法模拟波浪产生,建立数值波浪水槽,研究密排桩式堤波浪透射系数与各影响因素关系,分析桩径、桩间净距、透空率、相对干舷高度、波陡等因素对波浪透射系数的影响,并结合数值模拟和物理模型试验结果建立密排桩式堤波浪透射系数计算公式。结果表明,密排桩式堤波浪透射系数随桩径增加先快速后缓慢减小,随桩间净距和透空率增加先快速后缓慢增大;干舷淹没情况下,透射系数随淹没程度的增大而增大并趋于平稳,非淹没状态下,透射系数随干舷距离水面高差的增大先增后趋稳;波陡对波浪透射系数没有显著影响。

    Abstract:

    We use the VOF(volume of fluid)method to trace the water surface,simulate the wave generation by the wave paddle method,establish a numerical wave tank to study the relationship between wave transmission coefficient and various influencing factors of the closely arranged pile breakwater,analyze the influence of pile diameter,clear distance,perforated ratio and wave steepness on wave transmission coefficient,and establish a formula for calculating wave transmission coefficient of closely arranged pile breakwater by regression analysis based on the results of the numerical simulation and the physical model test. The results show that the wave transmission coefficient of closely arranged pile breakwater decreases rapidly at first and then slowly with the increase of pile diameter,and increases rapidly at first and then slowly with the increase of clear distance and perforated ratio. In the case of submerged,the transmission coefficient increases with the increase of submerged degree and tends to be stable. In the case of non-submerged,the transmission coefficient increases at first and then becomes stable with the increase of the gap between freeboard height and water level. The wave steepness has no obvious effect on the wave transmission coefficient.

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童朝锋,唐 豪,魏芷阳,等.密排桩式堤波浪透射系数数值研究*[J].水运工程,2022(3):7-13.

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  • 在线发布日期: 2022-03-08
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