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Numerical Modeling of Breaking Periodical Waves on a Sloped Beach Profile by SPH

机译:基于SPH的倾斜沙滩剖面周期波的数值模拟。

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Results from a systematic verification and validation of SmoothedParticles Hydrodynamic methods for the numerical simulation ofperiodic breaking water waves on constant sloped beaches arepresented. Periodic waves are generated in deep water and thennumerically followed during their propagation in constant bottom depthand their transformation up to the breaking and run-up on a slopedbeach profile, in a 2D numerical flume wave tank. We verify theconsistency of the method first in the simpler case of deep water secondorder Stokes water waves generated with a flapped type wave-maker,investigating the effect of a number of tuning parameters of the SPHmethod like artificial viscosity and smoothing length, among others.Once these parameters have been set to ensure the correct reproductionof the kinematic properties of the generated waves the numerical modelis then validated in shallow water, following their transformation on aconstant slope bottom. Numerical results are compared withexperimental ones in terms of wave profiles and flow fieldcharacteristics at different longitudinal location along the sloped beachtaken.
机译:给出了对光滑坡地上周期性破碎水波数值模拟的SmoothedParticles流体动力学方法的系统验证和验证的结果。周期波是在深水中产生的,然后在其以恒定的底部深度传播期间被数字跟踪,并在二维数值水槽波箱中在斜率dbeach轮廓上逐渐转变为破裂和上升。我们首先在用拍打型波发生器产生的深水二阶斯托克斯水波的较简单情况下首先验证了方法的一致性,并研究了SPH方法的许多调整参数(例如人工粘度和平滑长度)的影响。设置这些参数以确保正确再现所生成波浪的运动学特性,然后在浅水中对数值模型进行验证,然后在恒定的斜坡底部进行转换。将数值结果与实验结果进行了比较,在沿倾斜滩涂的不同纵向位置处的波剖面和流场特性方面。

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