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The Relative Trough Froude Number for initiation of wave breaking: Theory, experiments and numerical model confirmation

机译:破波引发的相对槽弗洛德数:理论,实验和数值模型确认

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It is important to accurately locate the wave breaking region for the calculation of nearshore hydrodynamics. Energy from breaking waves drives hydrodynamic phenomena such as wave set-up, set-down, wave run-up, longshore currents, rip currents, and nearshore circulation. Numerous studies have been undertaken to describe when and where wave breakings occurs. Recent development of computer resources permits the use of phase-resolving numerical models for the study of wave propagation, transformation, and nearshore hydrodynamics. This requires new types of wave breaking criteria for the numerical model. The Relative Trough Froude Number (RTFN) is a new wave breaking criterion. This model is based on the moving hydraulic jump concept, therefore it satisfies properly posed boundary-value conditions. It has been experimentally proved that a critical RTFN at the initiation of wave breaking is consistent with and without the presence of an opposing current, but previous efforts did not investigate the theory for the critical value. This paper provides a theoretical analysis and a numerical analysis to demonstrate why the RTFN theory works as a wave breaking initiation (trigger) index. The theoretical analysis provides a universal constant for the initiation of wave breaking for all water depths assuming the Miche formula properly describes the wave breaking condition. A subroutine for wave breaking in a numerical model, FUNWAVE was modified to include the RTFN trigger. The numerical model was calibrated with data from wave tank experiments, and it was found that the critical condition is very close to the theoretical number, CTFN=1.45. A second paper (in preparation) provides details of the theory and experiments for a second criterion for termination of wave breaking. The time scale for the establishment of the breaking region i.e., between the initiation position and termination position, depends upon the additional momentum present under turbulent condition within the breaking wave. This subject is not considered herein.
机译:准确地确定破波区域对于计算近岸水动力很重要。碎波产生的能量推动了水动力现象,例如波的建立,下降,波的上升,长岸水流,裂隙水流和近岸环流。已经进行了大量的研究来描述何时何地发生波浪破裂。计算机资源的最新发展允许使用相分辨数值模型来研究波浪的传播,转换和近岸流体动力学。这需要用于数值模型的新型断波准则。相对槽弗洛德数(RTFN)是一种新的破波标准。该模型基于运动的液压跳跃概念,因此满足适当摆放的边界值条件。实验已经证明,在破波开始时的临界RTFN在有和没有反向电流的情况下是一致的,但是以前的努力并未研究该临界值的理论。本文提供了理论分析和数值分析,以说明为什么RTFN理论可作为破波起始(触发)指标。假设Miche公式正确描述了破波条件,则理论分析为所有水深处的破波启动提供了一个通用常数。 FUNWAVE是数值模型中用于破坏波的子程序,已被修改为包括RTFN触发器。用波箱实验数据对数值模型进行了校准,发现临界条件非常接近理论值CTFN = 1.45。第二篇论文(准备中)提供了终止波浪破碎的第二条准则的理论和实验细节。建立中断区域的时间尺度,即在起始位置和终止位置之间,取决于在中断波内在湍流条件下存在的附加动量。本文不考虑该主题。

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