波浪中航行两船模池壁干扰效应的数值研究（英文）

对规则波中顶浪并行航行的两船模,基于频域移动脉动源格林函数建立了有效表达池壁效应的三维数学模型,该模型采用分布源积分方法求解近距航行两船模的波浪作用力和运动响应,并利用镜像原理将水池格林函数表示为开阔水域的格林函数和由镜像点源组成的无穷级数。分析移动脉动源格林函数的远场传播模态及其特性可知,当τ0.272(τ为斯特劳哈尔数)时各传播波模态均不在点源的上游出现,故此时点源波系的影响范围可由环形—扇形波的半楔角确定,在此基础上计及船模辐射—绕射波的池壁反射作用对自身和另一船模的干扰,依据船型要素、水池宽度和两船相对位置,采用六个几何临界半楔角表征船体的辐射—绕射波,提出了并行航行两船模的池壁效应判别方法。数值研究表明:不同镜像次数下水池格林函数的数值差异主要体现在距船艏较远处,在兼顾计算精度与效率的原则下可选取有限项级数的水池格林函数作为积分内核,而池壁效应对近距航行两船运动响应的影响主要体现在长波区。     

移动脉动源的传播特性在池壁效应判别中的应用研究

受水池宽度的限制,波浪中航行的船模可能受到池壁效应的干扰,这种干扰作用的实质是船体的辐射—绕射波经池壁反射后作用于船模的结果。文章以点源为研究对象,采用等相分析法获得了Bessho型移动脉动源格林函数的远场传播波系。分析表明:移动脉动源的传播波模态与斯特劳哈尔数τ的大小密切相关,当τ0.25时远场波系中包含环形波、内侧楔形波及外侧楔形波三个模态;当τ0.25时远场波系中包含环形—扇形波、扇形波及内侧楔形波三个模态。进一步分析可知,当τ0.272时,环形波或环形-扇形波将出现在船模前方,此时的池壁效应不可避免;当τ0.272且船艏点源兴波的半楔角大于几何临界半楔角时,此时将存在池壁效应的干扰。文中在单船试验池壁效应判别分析的基础上,计及船模辐射—绕射波的池壁反射作用对自身和另一船模的干扰,依据船型要素、两船相对位置和池壁几何参数,提出了采用四个几何临界半楔角的最小值判别波浪中并行航行两船模池壁效应的数值方法。     

利用Haskind源格林函数计算规则波中航行舰船的绕射兴波及压力分布

在微幅波假定下,以Wigley数学船型为研究对象,利用无限水深三维移动脉动源(Haskind源)格林函数及面元法,建立规则波中顶浪航行舰船的绕射兴波波形及压力分布的计算模型;实现Haskind源格林函数中奇点的积分处理,并编制计算程序进行验证;最后对舰船的绕射波形及压力场分布进行分析。     

水池阻塞效应的试验探讨

一、引言在船模试验池中进行阻力试验时,由于池底及池壁的存在使测出的阻力要比同样速度下在无限制的水中测得的阻力稍大一点,这种现象称为水池边界效应。这是因为:第一,池底和池壁限制了绕船模的水流流动,使水对船模的平均流速增加了,这就是所谓阻塞效应。其次,池底的存在使船兴起的波系与真正的无限深水中的波系不同,进而影响到兴波阻力的不     

三维移动源格林函数的新表达式及其数值积分研究

文章以三维移动脉动源格林函数为基础,推导了频率为零有航速时该函数的数学表达式,即定常移动兴波源格林函数,该函数包含Rankine源及其关于静水面的镜像源项、近场扰动项和远场传播项。与一般的移动源格林函数相比,该表达式不存在无穷间断点带来的奇异性,且积分区间变为一般表达式积分区间的一半,在积分计算中具有较大的数值优势。依据近场扰动项和远场传播项的函数特性,提出采用变步长自适应Simpson法和数学变换方法以提高数值积分计算的稳定性,构建了一套完备的兼顾积分效率和精度的数值积分方法。分析新引入的复变函数特性发现,其伪奇异性与Kelvin源传播波的传播范围相对应,且伪奇异性点的个数最多为两个,积分计算过程中可通过寻根公式快速直接求解伪奇异点。数值计算结果表明,文中提出的方法和计算程序可靠,适用于不同航速和任意源点、场点位置条件下的移动源格林函数及其偏导数的数值计算。     

三维脉动源格林函数的一种简化算法

在三维脉动源格林函数的数值计算中,由于格林函数中通常含有形式复杂的函数,如Bessel函数,会导致计算比较困难。本文从三维脉动源格林函数中所包含的三种Bessel函数积分形式入手,采用了可变误差多面体算法来拟和形式复杂的函数,提出了三维脉动源格林函数的一种简化算法。采用这一简化算法大大减少了计算量,并且精度可以满足工程需要。     

粘性对方尾船波浪力的影响分析

航行船舶绕射问题的准确求解是预报船舶波浪中运动的基础.文章分别采用基于三维移动脉动源的边界元法和基于RANS方程的CFD方法求解了规则波中航行的方尾船模型的波浪力,并通过与试验结果比较验证了方法的可靠性.CFD计算时通过从波浪力中分离出粘性力,研究了粘性对方尾船波浪力的影响.结果表明,基于RANS方程的波浪力计算结果与试验结果和势流理论结果吻合良好,在长波中与试验值更接近.粘性对船模斜浪航行时的横摇力矩有较大影响.     

粘性对方尾船波浪力的影响分析（英文）

航行船舶绕射问题的准确求解是预报船舶波浪中运动的基础。文章分别采用基于三维移动脉动源的边界元法和基于RANS方程的CFD方法求解了规则波中航行的方尾船模型的波浪力,并通过与试验结果比较验证了方法的可靠性。CFD计算时通过从波浪力中分离出粘性力,研究了粘性对方尾船波浪力的影响。结果表明,基于RANS方程的波浪力计算结果与试验结果和势流理论结果吻合良好,在长波中与试验值更接近。粘性对船模斜浪航行时的横摇力矩有较大影响。     

规则波中船舶波浪增阻理论和经验法预报分析与比较

针对规则波中迎浪下有航速集装箱船船型阻力增加预报,采用一种改进的三维移动脉动源面元法求解船舶运动,进而通过理论方法求解辐射和绕射增阻.速度势求解引入了格林函数空间线段积分和面元积分方法,辐射增阻采用三维辐射能量法计算,绕射增阻通过二阶波浪力中绕射速度势获得.通过与试验数据对比证明了该理论预报模型在精度和效率方面有明显优势.在此预报结果基础上对经验预报模型提出了改进公式,计算结果表明了改进模型对工程设计具有较好的适用性.     

基于多层面改进多域法的航行船舶时域水动力分析

针对航行船舶三维时域水动力分析问题，本文采用多域高阶边界元法（MDHOBEM, Multi-Domain Higher Order Boundary Element Method）开展研究，通过假设控制面，将计算域分为内域和外域两部分，内域采用Rankine面元法，外域使用自由面格林函数法，内外域联立求解。从内域、外域、波浪激励三个层面改进多域法的精度、计算效率，以适应不同工况需求。内域重新推导非线性边界条件，考虑入射波对绕辐射问题计算的影响，提高大幅波浪中运动计算精度；外域采用垂向积分形式自由面格林函数，提高格林函数积分计算的收敛性、稳定性及计算效率；波浪激励采用高阶谱（HOS, High Order Spectral）方法生成演化的波场，考虑波浪自身的非线性，提高对非线性现象的捕捉和模拟能力。以C11船为对象，研究内域非线性改进对船舶大幅运动计算精度的提高；以S175集装箱船为对象，验证外域垂向积分对运动及波阻增加计算效率和稳定性的提高；对比S175在线性波场和非线性波场中的运动，论证考虑非线性波场对运动计算的影响；以某内倾船为对象，研究不同层次改进对参数横摇现象捕捉的影响，验证非...     

A free surface frequency domain green function with viscous dissipation and partial reflections from side walls

The free-surface Green function method is widely used in solving the radiation or diffraction problems caused by a ship or ocean structure oscillating on the waves. In the context of inviscid potential flow, hydrodynamic problems such as multi-body interaction and tank side wall effect cannot be properly dealt with based on the traditional free-surface frequency domain Green function method, in which the water viscosity is omitted and the energy dissipation effect is absent. In this paper, an open-sea Green function with viscous dissipation was presented within the theory of visco-potential flow. Then the tank Green function with a partial reflection from the side walls in wave tanks was formulated as a formal sum of open-sea Green functions representing the infinite images between two parallel side walls of the source in the tank. The new far-field characteristics of the tank Green function is vitally important for improving the validity of side-wall effects evaluation, which can be used in supervising the tank model tests.     

Dynamic interaction of parallel moving ships in close proximity

Nowadays,there are many studies conducted in the field of marine hydrodynamics which focus on two vessels traveling and floating in sufficiently close proximity to experience significant interactions.The hydrodynamic behavior of parallel moving ships in waves is an interesting and important topic of late.A numerical investigation has been carried out for the prediction of wave exciting forces and motion responses of parallel moving ships in regular waves.The numerical solution was based on 3D distribution technique and using the linear wave theory to determine the exciting forces and ship＇s motion.The speed effects have been considered in the Green function for more realistic results.The numerical computations of wave exciting forces and motion responses were carried out for a Mariner and Series 60 for the purpose of discovering different Froude numbers and different separation distances in head sea conditions.Based on the numerical computations,it was revealed that the sway,roll and yaw have a significant effect due to hydrodynamic interaction.     

三船并排首尾锚泊时港内允许波高的试验研究

目前我国渔港港内锚地允许波高是参照国外规定根据经验确定的,国内缺乏相应研究。以212 k W(275 HP)拖网渔船为代表船型进行三船并排首尾锚泊的物理模型试验,研究不规则波作用下并排渔船的锚泊力及运动量的情况,同时与单船锚泊时的结果进行对比。结果表明:三船并排锚泊时内侧非直接受浪作用的渔船,其拉力和横摇角度均大于最外侧直接受浪作用的渔船;当港内波高较大且周期也较大时,三船并排锚泊比单船锚泊安全性更高些;在本次试验范围内,三船并排首尾双锚锚泊时的允许有效波高比单船允许的波高要偏大,建议取为0.9 m。     

A practical method for torsional strength assessment of container ship structures

Container ship structures are characterized by large hatch openings. Due to this structural property, they are subject to large diagonal deformations of hatch openings and warping stresses under complex torsional moments in waves. This necessitates torsional strength assessment of hull girder of container ships in their structural design stage. In this paper, a practical method for torsional strength assessment of container ship structures with transparent and consistent background is discussed based on the results from up-to-date analyses. In order to estimate the torsional response characteristics as accurately as possible, three-dimensional Rankine source method, after being validated by tank tests, is employed for estimation of wave loads on a container ship, and FE analyses are conducted on the entire-ship model under the estimated loads. Then, a dominant regular wave condition under which the torsional response of the container ship becomes maximum is specified. Design loads for torsional strength assessment that give torsional response equivalent to the long-term predicted values of torsional response are investigated based on the torsional moments on several container ships under the specified dominant wave condition. An appropriate combination of stress components to estimate the total hull girder stress is also discussed.     

舰船顶浪遭遇畸形波的波浪水池数值模拟研究

畸形波对船舶航运极具威胁,已引发多起海上事故,因此有必要对舰船遭遇畸形波进行数值模拟。基于长峰波随机海浪模型,在相位调制生成畸形波的同时考虑了舰船航速的影响,可以对舰船在顶浪航行定时定点遭遇畸形波的非线性波浪环境进行建模,利用CFD生成数值波浪水池,并对畸形波生成过程中畸形参数、峰度、陡度的变化以及速度分量随深度的变化进行分析,从一定程度上反映畸形波的演化特性,并验证数值模拟的有效性。     

基于泰勒展开边界元耦合镜像格林函数法的浮体水动力学池壁效应（英文）

A novel numerical model based on the image Green function and first-order Taylor expansion boundary element method(TEBEM), which can improve the accuracy of the hydrodynamic simulation for the non-smooth body, was developed to calculate the side wall effects on first-order motion responses and second-order drift loads upon offshore structures in the wave tank. This model was confirmed by comparing it to the results from experiments on hydrodynamic coefficients, namely the first-order motion response and second-order drift load upon a hemisphere, prolate spheroid, and box-shaped barge in the wave tank. Then,the hydrodynamics of the KVLCC2 model were also calculated in two wave tanks with different widths. It was concluded that this model can predict the hydrodynamics for offshore structures effectively, and the side wall has a significant impact on the firstorder quantities and second-order drift loads, which satisfied the resonant rule.     

高架索航行补给中船舶在波浪中的运动性能研究

采用三维势流理论计算高架索航行补给中两船在波浪中的运动响应,将船体周围流场速度势分解为波浪入射势、自身绕射势、相邻船体的存在产生的绕射势、自身辐射势和相邻船体运动产生的辐射势,通过源汇分布法进行求解;对高架索索道上的恒定张力在耦合方程中表示为高架索瞬时张力系数矩阵;求解两船体在规则渡中的联立运动方程可得两船的运动响应.通过计算结果与高架索航行补给中两船运动响应的试验结果进行比较,吻合良好,说明文中的计算方法是可行的,在此基础上,对不同高架索恒定张力和不同浪向角条件下的接受船运动幅值响应进行计算并讨论.最后得出结论.     

船舶在波浪中航行时的安全操纵

船舶在波浪中航行,纯稳性丧失、参数激振和横甩是造成船舶倾覆的主要原因。针对波长与船长、波高与波长、波与船的波舷角三者对船舶稳性的影响进行讨论,揭示了船舶在波浪中航行时的稳性变化规律,提出了应合理地选择船舶的航行姿态、谨慎用舵等操船建议,保证船舶的航行安全。     

Optimization of bow shape for a non ballast water ship

In this research,a commercial CFD code ＂Fluent＂ was applied to optimization of bulbous bow shape for a non ballast water ships（NBS）.The ship was developed at the Laboratory of the authors in Osaka Prefecture University,Japan.At first,accuracy of the CFD code was validated by comparing the CFD results with experimental results at towing tank of Osaka Prefecture University.In the optimizing process,the resistances acting on ships in calm water and in regular head waves were defined as the object function.Following features of bulbous bow shapes were considered as design parameters： volume of bulbous bow,height of its volume center,angle of bow bottom,and length of bulbous bow.When referring to the computed results given by the CFD like resistance,pressure and wave pattern made by ships in calm water and in waves,an optimal bow shape for ships was discovered by comparing the results in the series of bow shapes.In the computation on waves,the ship is in fully captured condition because shorter waves,λ/Lpp 0.6,are assumed.