Kinematics of nonlinear waves over variable bathymetry. Part I: Numerical modelling, verification and validation

IF 4.2 2区 工程技术 Q1 ENGINEERING, CIVIL
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引用次数: 0

Abstract

Fluid particle kinematics due to wave motion (i.e. orbital velocities and accelerations) at and beneath the free surface is involved in many coastal and ocean engineering applications, e.g. estimation of wave-induced forces on structures, sediment transport, etc. This work presents the formulations of these kinematics fields within a fully nonlinear potential flow (FNPF) approach. In this model, the velocity potential is approximated with a high-order polynomial expansion over the water column using an orthogonal basis of Chebyshev polynomials of the first kind. Using the same basis, original analytical expressions of the components of velocity and acceleration are derived in this work. The estimation of particle accelerations in the course of the simulation involves the time derivatives of the decomposition coefficients, which are computed with a high-order backward finite-difference scheme in time. The capability of the numerical model in computing the particle kinematics is first validated for regular nonlinear waves propagating over a flat bottom. The model is shown to be able to predict both the velocity and acceleration of highly nonlinear and nearly breaking waves with negligible error compared to the corresponding stream function wave solution. Then, for regular waves propagating over an uneven bottom (bar-type bottom profile), the simulated results are confronted with existing experimental data, and very good agreement is achieved up to the sixth-order harmonics for free surface elevation, velocity and acceleration.

Abstract Image

多变水深上的非线性波运动学。第一部分:数值建模、验证和确认
波浪运动(即轨道速度和加速度)在自由表面上和自由表面下引起的流体质点运动 学,涉及许多沿岸和海洋工程应用,如估算波浪对结构的作用力、沉积物输运等。本研究采用全非线性势流(FNPF)方法对这些运动学场进行了计算。在该模型中,使用切比雪夫多项式第一类的正交基础,在水体上用高阶多项式展开来近似速度势。利用同一基础,本研究得出了速度和加速度分量的原始分析表达式。在模拟过程中,粒子加速度的估算涉及分解系数的时间导数,而时间导数是通过高阶后向有限差分方案计算得出的。数值模型计算粒子运动学的能力首先针对在平底上传播的规则非线性波进行了验证。结果表明,该模型能够预测高度非线性波和近似断裂波的速度和加速度,与相应的流函数波解法相比,误差可以忽略不计。然后,对于在不平整底部(条形底部剖面)上传播的规则波,将模拟结果与现有实验数据进行对比,结果表明,在自由表面高程、速度和加速度的六阶谐波范围内,两者的一致性非常好。
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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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