Comparison of Temporal and Spatial Statistics of Nonlinear Waves

E. Bitner-Gregersen, O. Gramstad
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引用次数: 2

Abstract

In the past, it was most common to derive wave parameters and their statistics from time series of wave elevation. The duration of the wave records has been usually restricted to 20 or 30 minutes. Recently, increasing attention has started to be given to spatial wave data and wave statistics, particularly due to introduction in oceanography of stereo camera systems for collecting space–time ensemble of sea surface elevation. Using numerical linear, 2nd and 3rd order simulations this study compares temporal and spatial statistics of wave parameters. The 3rd order wave data are simulated by a numerical solver based on the Higher Order Spectral Method (HOSM) which includes the leading order nonlinear dynamical effects, accounting for the effect of modulational instability. The Pierson-Moskowitz and the JONSWAP spectrum with different gamma parameters are used in the analysis. Sea states with wave steepness where rogue waves were recorded in nature are considered. Consequences of using temporal contra spatial statistics are discussed in perspective of marine structures’ design. Functional dependency between wave parameters characterizing occurrence of rogue waves in unidirectional wave field is proposed.
非线性波的时空统计比较
过去,从波浪高程时间序列中推导波浪参数及其统计量是最常见的方法。波浪记录的持续时间通常限制在20或30分钟。近年来,空间波浪数据和波浪统计开始受到越来越多的关注,特别是由于在海洋学中引入了用于收集海面高程时空集合的立体相机系统。利用数值线性、二阶和三阶模拟,本研究比较了波浪参数的时空统计。采用基于高阶谱法(HOSM)的数值求解器对三阶波数据进行了模拟,该方法考虑了调制不稳定性的影响,并考虑了导阶非线性动力学效应。分析中使用了不同伽马参数的Pierson-Moskowitz谱和JONSWAP谱。考虑了在自然界中记录异常浪的具有波浪陡度的海况。本文从海洋结构设计的角度讨论了时空统计应用的结果。提出了单向波场中表征异常波发生的波参数之间的函数依赖关系。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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