Kinematics of nonlinear waves over variable bathymetry. Part II: Statistical distributions of orbital velocities and accelerations in irregular long-crested seas

IF 4.2 2区 工程技术 Q1 ENGINEERING, CIVIL Coastal Engineering Pub Date : 2024-07-26 DOI:10.1016/j.coastaleng.2024.104589
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Abstract

In coastal areas, variable bottom effects significantly enhance wave nonlinearity and complicate wave propagation. It is of practical interest to characterize the nonlinear effect on the statistics of free surface displacements and particle kinematics. In this work, we take advantage of a fully nonlinear potential flow model to investigate the statistics of unidirectional irregular waves propagating over an uneven bottom. By confronting the simulated results with existing experimental results (free surface elevation and horizontal velocity beneath the mean sea level) in the temporal, spectral, and statistical domains, we show the high fidelity of the model in predicting the nonlinear irregular wave kinematics. As the relative importance of low-frequency harmonics becomes lower for acceleration, the model performance in predicting the measured horizontal acceleration is even better than that for the measured horizontal velocity. The empirical statistical distributions of velocity and acceleration in both horizontal and vertical directions are compared with both the normal (Gaussian) and the log-normal (LN) distributions. The latter requires skewness as an input in addition to the mean and standard deviation of the signal. We notice that, unlike the free surface displacement generally of positive skewness, the signal of velocities and accelerations are sometimes characterized by negative skewness. In such cases, the negative LN distribution should be adopted. Although the LN distribution has rarely been used for short-term statistics of wave elevation and kinematics, the detailed comparisons presented here demonstrate very good performance for all kinematic variables. In particular, in the area following a rapid reduction of water depth, where the sea-state is out-of-equilibrium, the heavy tails in the distributions are well reproduced by the LN model, indicating some generality and merits of this model.

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多变水深上的非线性波运动学。第二部分:不规则长脊海中轨道速度和加速度的统计分布
在沿岸地区,可变的海底效应大大提高了波的非线性,并使波的传播变得复杂。研究非线性效应对自由表面位移和粒子运动学统计的影响具有实际意义。在这项工作中,我们利用全非线性势流模型研究了在不平整底部传播的单向不规则波的统计量。通过将模拟结果与现有实验结果(平均海平面下的自由表面高程和水平速度)在时间、频谱和统计领域进行对比,我们展示了该模型在预测非线性不规则波运动学方面的高保真性。随着低频谐波对加速度的相对重要性降低,模型在预测测得的水平加速度方面的性能甚至优于预测测得的水平速度。水平和垂直方向的速度和加速度的经验统计分布与正态分布(高斯分布)和对数正态分布(LN 分布)进行了比较。后者除了需要输入信号的平均值和标准偏差外,还需要输入偏度。我们注意到,与自由表面位移一般具有正偏度不同,速度和加速度信号有时具有负偏度。在这种情况下,应采用负 LN 分布。虽然 LN 分布很少用于波浪高程和运动学的短期统计,但本文所做的详细比较表明,它在所有运动学变量方面都有非常好的表现。特别是在水深急剧下降后的区域,海况处于失衡状态,LN 模型很好地再现了分布中的重尾,这表明该模型具有一定的通用性和优点。
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来源期刊
Coastal Engineering
Coastal Engineering 工程技术-工程:大洋
CiteScore
9.20
自引率
13.60%
发文量
0
审稿时长
3.5 months
期刊介绍: Coastal Engineering is an international medium for coastal engineers and scientists. Combining practical applications with modern technological and scientific approaches, such as mathematical and numerical modelling, laboratory and field observations and experiments, it publishes fundamental studies as well as case studies on the following aspects of coastal, harbour and offshore engineering: waves, currents and sediment transport; coastal, estuarine and offshore morphology; technical and functional design of coastal and harbour structures; morphological and environmental impact of coastal, harbour and offshore structures.
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