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NUMERICAL AND EXPERIMENTAL INVESTIGATION ON THE WAVE-WAVE INTERACTION IN BREAKING AND NON-BREAKING FOCUSING WAVES

机译:破裂和非破裂聚焦波中波-波相互作用的数值和实验研究

摘要

The modelling of large individual waves for the computation of loads on ships and offshore structures inudextreme weather conditions is still a challenging problem. Since the early 50s the predictions of loads onudfixed offshore structures and motions of compliant or sailing structures due to surface waves areudcommonly made by computations on the basis of the statistical/spectral description of the sea elevationudand of a linearized response model. Quadratic Transfer Functions or fully non-linear methods are usedudonly in specific cases. The linear approach is recognized to work reasonably well for the so-calledudoperational conditions, assuming that hydrodynamic and dynamic nonlinear effects can be neglected. Onudthe other hand, it is also recognized that the modelling of large amplitude motions and the modelling ofudwaves in the so-called survival conditions, i.e. extreme wave conditions, cannot recast a linear approach.udIn these conditions the wave-wave interaction plays a fundamental role (energy transfer, down-shift, etc) inudthe actual deterministic or spectral representation of the wave/flow field and thus in the related loads onudthe structure.udIn the present paper the nonlinear aspects related to the behavior of steep focusing breaking and non-udbreaking waves are analyzed by means of numerical simulations and new experiments. The experimentsudare carried out at the wave flume of the Laboratory of Maritime Engineering (LABIMA) of the Dept. of Civiludand Environmental Engineering of the University of Florence. The computations are carried out atudHydrodynamic and MetOcean Laboratory (HyMOLab) of the Dept. of Engineering and Architecture of theudUniversity of Trieste. The paper focuses the attention on the comparison between the results obtained withuda state-of-art viscous flow simulation and laboratory experiments, with particular emphasis on the spectraludenergy exchange between component waves of a non-breaking and breaking focusing wave train. Thisudstudy is carried out as part of the research project “OpenViewSHIP Development of an integratedudcomputational ecosystem for the hydrodynamic design of the hull-propeller system”, co-financed by FriuliudVenezia Giulia Region in the field of industrial application of open-source CFD and High PerformanceudComputing.
机译:在极端天气条件下,为计算船舶和近海结构上的载荷而对大型单个波浪进行建模仍然是一个难题。从50年代初开始,通常根据海平面的统计/频谱描述通过线性化响应模型的计算来对固定的海上结构的载荷以及由于表面波引起的顺应性或航行性结构的运动进行预测。 。仅在特定情况下使用二次传递函数或完全非线性方法。假定可以忽略流体动力和动力非线性影响,则线性方法被认为在所谓的非操作条件下可以很好地工作。另一方面,还认识到,在所谓的生存条件(即极端波条件)下,大振幅运动的建模和udwave的建模无法重现线性方法。相互作用在波/流场的实际确定性或频谱表示中并因此在结构上的相关载荷中起着基本作用(能量转移,下移等)。 ud本文涉及以下方面的非线性方面:通过数值模拟和新的实验分析了陡峭聚焦破裂波和非破裂波的行为。实验是在佛罗伦萨大学土木与环境工程系的海事工程实验室(LABIMA)的波浪槽中进行的。计算是在的里雅斯特大学工程与建筑系的水动力和气象海洋实验室(HyMOLab)进行的。本文将注意力集中在通过最先进的粘滞流模拟获得的结果与实验室实验之间的比较上,尤其着重于不间断和不间断聚焦波列的成分波之间的光谱/能谱交换。这项研究是“ Fuuli udVenezia Giulia地区在开放式工业应用领域共同资助的” OpenViewSHIP开发用于船体螺旋桨系统水动力设计的集成 udcomputational生态系统的研究项目的一部分。源CFD和高性能 udComputing。

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