波浪传播的数值模拟与物理模拟耦合模型

此文对于二维波浪的传播建立了数值模拟与物理模拟的耦合模型。模型中,数值模拟采用基于改进Boussinesq方程的三角形网格有限元模型,物理模拟采用推板式造波机。模型的求解采用空间五点的拉格朗日插值和时间的四阶Runge-Kutta格式。通过波浪模拟实验研究了耦合模型在不同波浪要素下的适应性。进一步针对于规则波和不规则波分别建立了实时修正由于造波机造波性能所引起的模拟误差的方法。波浪模拟实验结果表明,耦合边界附近数模结果与物模结果吻合很好,实时修正方法能很好修正由于造波机造波性能所引起的模拟误差,耦合模型和实时修正方法能有效建立起数模与物模的确定性联合。     

基于充裕度规则的小湾水电站坝体浇筑机械布置仿真研究

用系统仿真的基本原理对混凝土坝施工系统进行分析，确定该系统的目标、系统的构成部件及其功能、部件间的关系，以及系统的影响因素等；用面向对象法(OOM)建立小湾混凝土坝施工系统的计算机模拟模型，分析小湾工程缆机联合浇筑规则和缆机干扰控制的重合度规则，对充裕度的概念和规则进行了定义，以及充裕度与重合度之间的关系，最后提出混凝土坝施工系统计算机模拟的辅助决策模型。     

圆形水池下聚焦波及字母波的研究

为精确全面地模拟复杂极端的海况，为深海设备研究提供良好的试验平台，尚水公司自主研发了圆形水池造波机平台。该平台采用摇板式造波机，直径3m,由40块板在圆形水池周围环绕。在此基础上，论述了在圆形水池下产生聚焦波、直线波以及字母波的原理及方法。通过实际的模拟结果表明该方法的可行性，证明了圆形水池模拟极端海洋情况的能力，为深远海海洋技术装备在复杂海况下的动态性能测试提供了实验场景。     

摇板式造波机所造二维波的完全非线性解

本文采用边界积分方程的时间步进法对摇板式造波机所造二维波的波形及遥板所受水动力矩求完全非线性解。对于自由面和摇板交点处自由面条件和物面条件的相容性作了专门的考虑。在弱非线性情况下，规则波时域非线性的计算结果与频域二阶解及时域线性解作了比较，验证本文的数值方法是可行的。     

无反射不规则波造波机系统的研究

水槽不规则波的波浪试验中，造波机和建筑物之间波浪的多次反射是影响试验精度的重要方面，本文给出了水槽中不规则波造波机无反射造波的方法，提出了不规则波代表频率的确定方法，长时间造波试验研究结果表明，该文提出的方法是有效的。     

滩地植物对波浪变形及消浪效果影响试验研究

该文在调查研究的基础上,根据珠江三角洲河岸滩地的实际情况设计了合理的概化物理模型,采用不规则造波机产生的规则波模拟河道中的波浪,用刚性树干和带有柔性枝叶的模型树模拟堤外滩地防浪林,系统分析了波浪在有植物的滩地上传播变形规律,以及植物的枝叶、树干和滩地宽度、滩地上水深、来波要素等对波浪传播变形的影响,分析了滩地上植物的消浪效果.     

基于动量源方法的黏性流数值波浪水槽

以N-S方程为控制方程,采用VOF方法追踪自由面,通过在动量方程中添加附加源项的方法,发展了黏性流数值造波和消波的方法。基于Fluent求解器,建立了同时具有造波和消波功能的二维数值波浪水槽。进行了数值模拟分析,表明了数值造波和消波的有效性,并成功地数值模拟了在黏性流理论框架中水波与两个垂直刚性薄板相互作用产生的驻波等现象。     

无反射造波数值波浪水槽

本文应用ＶＯＦ方法建立了二维数值波浪水槽模型。基于线性造波机理论在水槽左端设置了可吸收式造波机数值边界条件。即造波板的运动除了产生行进波外，同时还产生一个抵消反射波的局部波动。水槽右端除了通常的可滑移与无滑移直墙边界条件外，依据线性辐射条件建立了开边界条件。通过水槽右端为直墙时的全反射情形，比较了可吸收造波机与普通造波机的速度变化与波面变化。文中在Ｈ０／ｄ＝０．１￣０．３，ｄ／Ｌ＝０．１２４￣０．     

基于全非线性层析水波理论的波群时历模拟研究

为了研究波群作用下的船舶参数激励横摇特性,该文引入了高阶无旋层析水波理论（HLIGN）开展波群的数值模拟研究。结合C11集装箱船顶浪不规则波参数横摇模型试验的测试数据,选取目标波群样本,通过二阶非线性造波理论获得了波群造波水池试验结果。利用全非线性波浪模型对波群进行数值模拟,给出了波群模拟时的造波边界设置和计算参数设置方法,并通过与物理造波结果对比发现,HIGN波浪模型对波群模拟有较高的精度,可很好地模拟波群的非线性传播特性。     

机械式造波机的机构设计及其运动性能分析

为满足实验室进行水槽试验时对波浪的要求,在机械式造波机机构简图的基础上进行了严格的理论分析,并提出了机构设计所遵循的一般原则：①涡轮电机输出转盘的半径r0应尽可能小;②系数比ι2／ι3（涡轮电机输出转盘中心至造波机摇板转动点的距离ι2与摇板转动力臂ι3之比）尽可能大。通过数值计算研究了造波机摇板的运动特性,表明造波机摇板的运动规律是简谐的,造出的波浪也符合简谐规律。同时指出,造波机摇板平衡位置的偏移角与系数比相关,系数比越大,则偏移角越小。     

造波板运动造波的实时模拟

基于势流理论和时域高阶边界元方法,建立了完全非线性数值波浪水槽模型,通过实时模拟造波板运动来产生波浪.采用混合欧拉-拉格朗日方法追踪流体瞬时水面,运用四阶Runga-Kutta方法更新下一时间步的波面和速度势,同时应用镜像格林函数消除了水槽两个侧面和底面上的积分,在水槽末端布置人工阻尼层消除反射波浪,通过加速势的方法准确计算速度势的时间导数.利用所建模型分别对规则波和不规则波进行了模拟研究,得到了稳定的波形,与试验结果、理论结果和已发表结果均吻合良好,同时计算了造波板做单一频率运动产生的非线性波浪力.     

ANALYTICAL STUDY OF WAVE MAKING IN A FLUME WITH A PARTIALLY REFLECTING END-WALL

Based on the eigenfunction expansion technique, the wave generation by a piston wave maker in a wave flume with a partially reflecting end-wall is studied. The corresponding velocity potential and wave elevation in the flume are obtained. The present analytical solution is verified by the numerical results obtained from a time-domain higher-order boundary element method in a closed flume. Numerical experiments are further carried out to study the difference between the partial/full reflection boundary and the transmission boundary and the effects of the reflection coefficient and the motion period of the wave maker on the wave height. Meanwhile, the natural frequency of the wave flume can be obtained from the analytical expression. The resonance occurs when the motion frequency is equal to the natural frequency. Even the partial reflection of the end-wall in the wave flume experiments has a great influence on the wave height, therefore, inaccurate measurements would be resulted in long-time simulations, especially when the wave frequency approaches the wave flume natural frequency. The present study can serve as a guidance for the physical experiment in wave flumes.     

考虑介质随机性的结构-地基系统地震反应分析

本文结合近场波动数值模拟的解耦方法和随机有限元方法，提出了一种可考虑介质随机性的时域土-结构体系地震反应分析的解耦方法，此方法的给出为在场地及结构地震反应分析中考虑场地介质及结构参数的随机性的影响提供了较高精度且便于应用的理论方法。本文还以小湾拱坝为例分析了考虑介质随机性时结构的地震反应。     

椭圆型缓坡方程的微机群集并行数值模拟

提出了椭圆型缓坡方程的一种并行数值模拟方法，并在微机群集并行系统上进行了数值实现。为了验证方法的精度和效率问题，对两种典型缓坡地形上的波浪传播变形进行了数值模拟。与对应的串型算法得到的结果比较表明，本文的并行数值方法不仅可以提高数值模拟效率，而且可以大大减少单机的存储容量，从而使该系统可以进行更大区域的波浪变形的数值模拟。     

Detection of wave groups from the motion behaviour of a discus buoy

A scale modeled discus data buoy was tested for its motion characteristics under the action of wave groups of different frequencies in a wave tank. The wave groups were theoretically simulated based on the methodology of Xu et al., (1993, Statistical simulation of wave groups, Applied Ocean Research, 15, 217–226) and then converted to paddle displacement signals to drive the wave maker. The motion responses of the buoy model were measured using potentiometers as well as with a non-contact motion tracking camera system. The details of the model, instrumentation, testing conditions and the analysis are presented. The displacement and wave elevation time histories were analysed through statistical, envelope, wavelet transform and phase-time approaches to detect the wave groupiness. The effect of groupiness parameters on the surge, heave and pitch motions of the buoy are detailed in this paper.     

Detection of wave groups from the motion behaviour of a discus buoy

A scale modeled discus data buoy was tested for its motion characteristics under the action of wave groups of different frequencies in a wave tank. The wave groups were theoretically simulated based on the methodology of Xu et al., (1993, Statistical simulation of wave groups, Applied Ocean Research, 15, 217–226) and then converted to paddle displacement signals to drive the wave maker. The motion responses of the buoy model were measured using potentiometers as well as with a non-contact motion tracking camera system. The details of the model, instrumentation, testing conditions and the analysis are presented. The displacement and wave elevation time histories were analysed through statistical, envelope, wavelet transform and phase-time approaches to detect the wave groupiness. The effect of groupiness parameters on the surge, heave and pitch motions of the buoy are detailed in this paper.     

NUMERICAL SIMULATIONS OF WATER WAVE DYNAMICS BASED ON SPH METHODS

A numerical model was established for simulating water wave dynamic problems by adopting the Smoothed Particle Hydrodynamics (SPH) methods of iterative solution of Poisson's equation for pressure field, and meanwhile the sub-grid turbulence model was applied in the simulation so as to more accurately describe the turbulence characteristics at the time of wave breaking. In this article, simulation of the problem of the dam collapsing verifies the compoting accuracy of this method, and its results can be identical with the results of VOF method and the experimental results by comparison. Numerical simulations of the course of solitary wave and cnoidal wave run-up breaking on beaches were conducted, and the results are basically consistent with experimental results. This indicates that the SPH method is effective for the numerical simulation of the complex problems of water wave dynamics.