斜向入射波与反射波的分离

提出了一种分离斜向入射波和反射波的方法,波浪可以是规则波、不规则波,波向可以任意.在一定的限制条件下,采用两点浪高仪的波浪信号就可将斜向入射波和反射波分离.     

斜向不规则波入、反射波分离的实验研究

斜向入射的不规则波在海岸结构物前发生反射形成入、反射波共存的波浪场,对这种物理场的入、反射波的分离是海岸工程研究的一个重要课题.改进了一种可用于斜向入射的不规则波分离的两点法,使得测波阵列的两波高仪可布置在结构物前任何方向上.将此方法应用于三维波浪水池的物理模型试验研究,试验了不同的两波高仪的组合、不同的基床高度、不同的入射方向和不同的波浪要素等各种条件对分离结果的影响,结果表明,各种情况在满足非奇异条件下可得到较好的分离结果.该方法计算简便,可以给出较准确的反射系数和入、反射波的频谱.     

锁相波浪场入、反射波方向谱及反射系数估算

通过数模波浪和物模实验，比较分析了估算多向不规则入射波与反射波相互叠加的锁相波浪场方向分布和反射系数方向分布的改进的贝叶斯估计法MBDM和扩展的最大似然法MMLM的性能。数模试验检验了不同波浪条件、不同波浪测量系统和结构物的不同反射特性等情况下的估算结果，同时还比较了两种分析方法的计算速度和稳定性，结果显示，对于波浪的方向分布估计，MBDM优于MMLM，对于反射系数的方向分布估计以及计算速度和稳定性，MMLM优于MBDM。     

偏态海浪过程的数值模拟

本文对Polge等人提出的“相关传递法”作了进一步数学分析,论证了其成立条件和适用范围.考虑波面偏度对谱形的影响,将模拟的靶谱加以改造,建立了“准相关传递法”.在同时考虑波剖面高度分布和谱两个条件下,对偏态海浪过程进行数值模拟.就模拟结果,分析了以Weibull分布拟合波高分布时,其波面偏度对波高分布中两参数的影响. 文中选用1980-1981年在胶州湾观测的波浪资料对“准相关传递法”加以检验和比较.结果表明:就波高分布、波面极大(小)值分布而言,准相关传递法明显优于传统的线性叠加法,比线性叠加法模拟的结果更接近于实测资料.     

开孔沉箱与斜向波作用的理论研究和实验验证

应用透空壁内流体速度与壁两侧的压力差成正比的线性模型,研究了无限多个开孔沉箱在斜向波作用下的反射问题。整个流域被分成无限多个子域,在每个子域内应用特征函数展开法对速度势进行展开。对于沉箱内的波浪运动,根据沉箱位置引入相位差概念。在构造反射波模型时,考虑了结构物几何形状周期性的影响。结果表明,当孔隙系数无限大时,开孔墙前后的速度非常接近,反射系数符合能量守恒定律。在低频入射波作用下,沉箱越短,其反射系数越小,反射系数随着角度的变大而减小。     

分离入射波与反射波的解析方法

提出了一种新的分离入射波和反射波的解析方法（AM）。利用两点处的 波高信息，运用Hilbert变换得到波浪信号在复域内的解析表达式，不需要计算合成波高和相位差即可实现信号的分离。根据分离结果，可以精确地估计入射波与反射波的幅值以及反射系数等参数，能够获得入射波与反射波之间的相位信息，并且可方便地用于不规则波的分离。文中通过数值模拟与物理模型实验对AM法进行了检验，所得的结果与实际值非常吻合。     

圆形数值波浪水池斜向和多向入射波浪模拟研究

为了研究斜向入射波浪,基于三维不可压缩两相流模型,开发了一套圆形数值波浪水池数值模型。在圆形波浪水池中,通过源项造波法成功生成了任意入射方向的波浪,并且利用人工摩擦项模拟阻尼区以数值耗散反射波浪。模型基于嵌入式多块网格体系,采用FVM法(finite volume method)离散Navier-Stokes方程,VOF法(volume of fluid)追踪自由水面。试验结果表明,斜向入射波浪的模拟结果与理论值基本一致,圆形波浪水池在模拟斜向入射波浪时,有效区域的面积较传统波浪水池显著增大,而且有效区域受波浪入射角度的影响也较小。同时,通过叠加多列斜向入射波浪,模拟出了多向交叉波列,并通过与理论结果对比,发现其具有较高的精度。     

直立堤前斜向入、反射波谱的分离

本文在假定堤前波浪不发生破碎和空间上均匀稳定条件下,讨论了直立堤前入、反射波谱的分离.给出了波浪正向和斜向入射都适用的分离公式,由堤前海浪记录计算入、反射波谱及反射系数,并讨论了该方法的有效分离范围,文中还计算分析了几组实测资料,计算结果与实测结果吻合良好,验证了本文方法的正确性。     

近岸区波浪场数值模拟的研究与进展

地国内外近年来近岸波浪场数值模拟的几个主要计算模式的研究和进展概况进行了较为系统的阐述,首先对工程实际中经常使用的线性模型和非线性模型的发展,包括其范围、求解途径等方面进行了评述;然后,在论述波浪共存时波、流场耦合计算的基础上,重点总结了在近岸区存在流场时的模拟方法,最后指出了几个可能的可能趋势。     

北极海冰数值模拟研究述评

根据国内外近年发表的主要文献,详细介绍北极海冰数值模拟工作的最新进展。综合评述各种主要动力学模式的特点和不足,指出与数值模式有关的主要物理问题,重点介绍海冰模式所特有的问题以及海冰数值模拟工作的发展方向。对以往的数值工作和海冰数值模拟的主要问题进行了总结,并在理论和实践方面进行了深入探讨,有助于我国相关工作的开展。     

Numerical Simulated Study on the Separation of Oblique Incident and Reflected Waves

The Goda's method of separating the frequency spectrum of the unidirectional incident and reflected waves is improved. The proposed method can be applied to the separation of oblique incident and reflected waves and the two wave gauges can be arranged in an arbitrary angle in front of a structure. When the projected distance of the two probes on the incident wave direction is the multiple ofthe half length of the incident waves, the singular problem will emerge by using the method. It is advised that when the projected distance of the two measured points on the incident wave direction is 0.05～0.45 times the wave length of peak frequency wave, good results can be obtained. The simulated resultant waves are separated by the method of numerical simulation and the separated wave spectra are basically corresponding to the target spectra input. The wave trains calculated by the separated incident and reflected wave frequency spectrum are approximated to the input wave trains and the reflected coefficient can be derived correctly. Therefore, the method proposed in this paper is reliable.     

A Three-Point Method for Separating Incident and Reflected Waves over A Sloping Bed

This study presents a three-point method for separating incident and reflected waves to explain normally incident waves' propagating over a sloping bed. Linear wave shoaling is used to determine changes in wave amplitude and phase in response to variations of bathymetry. The wave reflection coefficient and incident amplitude are estimated from wave heights measured at three fixed wave gauges with unequal spacing. Sensitivity analysis demonstrates that the proposed method can predict the reflection and amplitude of waves over a sloping bed more accurately than the two-point method.     

Estimating Directional Distribution for Co-Existent Field of Incident and Reflected Waves

In the nearshore,the wave field contains reflected and incident waves in which there iscorrelation between their phases due to the effect of reflection by some obstacles.Based on the extendedeigenvector method(EEV)derived by Guan et al.,a modified method(MEEV)is proposed as a generaland practical approach to estimating directional spectra for the co-existent field of incident and reflectedwaves and a formula is given for direct calculation of the reflection coefficient.The results of numericalsimulations show that MEEV is superior to EEV in resolution power,and the computed reflectioncoefficient agrees well with the real value within a certain range of incident angle.     

Reflection of Oblique Incident Waves by Breakwaters with Partially-Perforated Wall

The reflection of oblique incident waves from breakwaters with a partially-perforated front wall is investigated. The fluid domain is divided into two sub-domains and the eigenfunction expansion method is applied to expand velocity poten-tials in each domain. In the eigen-expansion of the velocity potential, evanescent waves are included. Numerical results of the present model are compared with experimental data. The effect of porosity, the relative chamber width, the relative water depth in the wave absorbing chamber and the water depth in front of the structure are discussed.     

Tests and Applications of An Approach to Absorbing Reflected Waves Towards Incident Boundary

If the upstream boundary conditions are prescribed based on the incident wave only, the time-dependent numerical models cannot effectively simulate the wave field when the physical or spurious reflected waves become significant. This paper describes carefully an approach to specifying the incident wave boundary conditions combined with a set sponge layer to absorb the reflected waves towards the incident boundary. Incorporated into a time-dependent numerical model, whose governing equations are the Boussinesq-type ones, the effectiveness of the approach is studied in detail. The general boundary conditions, describing the down-wave boundary conditions are also generalized to the case of random waves. The numerical model is in detail examined. The test cases include both the normal one-dimensional incident regular or random waves and the two-dimensional oblique incident regular waves. The calculated results show that the present approach is effective on damping the reflected waves towards the incident wave boundary.     

行星尺度阻塞波和天气尺度波相互作用的数值模拟

用数值方法研究了行星尺度阻塞波和天气尺度波之间的相互作用,得到在涡源强迫下,当不存在地形时,大尺度流场可发展成偶极型阻塞,瞬时流场分裂成南北对称的2支,总流场可以看到明显的多涡结构;加上双波地形后,大尺度流场发展成Ω型阻塞,瞬时流场同样分裂成2支,但北支要明显强于南支.而且通过一系列对比试验发现,适当的弱的基本西风气流是阻塞发生的有利条件.此外,讨论了初始阻塞和造波器（扰动源）位置的配置,以及造波器关闭时间的不同对阻塞强度和生命周期的可能影响.     

分离盘控制圆柱涡激振动的数值模拟研究

圆柱涡激振动问题一直以来备受关注,分离盘作为涡激振动抑制装置得到广泛研究。分离盘长度L与圆柱直径D之比L/D是影响抑制效果的主要因素。运用有限体积法结合RANS方程与一定的湍流模式离散和求解流场,通过编写自定义程序,使用动网格模拟结构物的运动带来的流域边界的变化,针对弹性支撑的圆柱及附加长度为0.5 D的分离盘模型,在约化速度Ur为2.5~13的情况下,对涡激振动及其抑制进行研究。结果表明:分离盘可以抑制甚至消除圆柱涡激振动,99%以上的振幅被抑制;锁定区始点被推后,锁定区变窄;附加分离盘的圆柱阻力和升力被抑制;其斯特鲁哈数(St)稍高于单圆柱St但差别不大。     

Impact Pressure of Incident Regular Waves and Irregular Waves on the Subface of Open-Piled Structures

1 .IntroductionInrecentyears,theimpactloadsactingonthesuperstructureofopen piledwharfs,shoretres tles,oildrillingplatforms ,etc .,havebecomeanimportantsafetyissueinoffshoreengineering .Owingtotheeffectofseabedsubsidenceandtheoccurrenceofextremestormconditionsthatexceedpriorpre dictions,theclearanceofthesuperstructuresofsomemarinestructuresmaybeinsufficient.So ,whenwavesoflargecrestspropagatebeneaththestructure ,itsundersidewillbesubjectedtoimpactloadsofconsiderablemagnitudeswhichmaycausethesup…     

联合海浪过程的数值模拟

早期,海浪被抽象成一些简单的模式(如正弦波、有限振幅波等等),而加以研究,也得到了许多能近似符合实际的结果。但是,对真实海浪而言,其内部结构和外观特征都是复杂的,且都受着随机性的制约。因此,自五十年代初期开始,人们已广泛地使用随机函数(随机过程)来作为描述海浪的模式。当用随机函数这种模式研究海浪时,海浪谱是一种有效的工具,而如何获得海浪谱便构成海浪研究中重要的问题。海浪谱可以通过多种途径获得,但利用海浪过程的现实(观测记录)求谱是最基本、最可靠的方法,这方面国内外已进行了许多的研究。     

Numerical Simulation of Waves Generated by Seafloor Movements

Waves generated by vertical seafloor movements are simulated by use of a fully nonlinear two-dimensional numerical wave tank. In the souree region, the seafloor lifts to a designated height by a generation function. The numerical tests show that the linear theory is only valid for estimating the wave behaviors induced by the seafloor movements with a small amplitude, and the fully nonlinear numerical model should be adopted in the simulation of the wave generation by the large amplitude seafloor movements. Without the background surface waves, many numerical tests on the stable maximum elevations η0^max are carried out by beth the linear theory and the fully nonlinear model. The results of two models are compared and analyzed. For the fully nonlinear model, the influences of the amplitudes and the horizontal lengths on η^max are stronger than that of the characteristic duration times. Furthermore, results reveal that there are significant differences be- tween the linear theory and the fully nonlinear model. When the influences of the background surface waves are considered, the corresponding numerical analyses reveal that with the fully nonlinear model the η0^max near-linearly varies with the wave amplitudes of the surface waves, and the η0^max has significant dependences on the wave lengths and the wave phases of the surface waves. In addition, the differences between the linear theory and the fully nonlinear model are still obvious, and these differences are significantly affected by the wave parameters of the background surface waves, such as the wave amplitude, the wave length and the wave phase.