潜体波浪中近水面不同潜深和航向时运动和波浪力计算

本文对潜水细长体波浪中近水面运动和波浪力的计算，采用STF理论和Frank源分布紧密拟合方法预报波频运动和波浪力响应；采用Newman细长体方法和3－D修正处理计算垂直面低速潜体的二阶平均波浪与与力矩。该方法和计算程序的实用性和可靠性已经被多次模型结果比较，验证所证实。本文以某一国外典型潜艇为例，计算了七种潜深，七种相浪向下艇体的近水面波频运动响应与波浪力响应，给出了几种运动与波浪力参数变化与浪向变化的计算实例，同时还给出采用线性叠加原理得出的波频运动与波浪力时域历程曲线实例。     

潜体近水面波浪力计算的数值方法

潜体近水面航行时将受到波浪力的作用，其中二队垂向平均力和二阶纵摇平均力 可能使潜体浮出水面因此正确估算作用在潜体上的二阶平均波浪力，对近水面航行的潜体十分重要。本文利用浪浪上任意低航速三物体波浪力的计算方法来计算近水面体的波浪力并与国际上球结果，试验结果相比比较吻合，说明了本方法的实用性。     

水深对三体船运动和波浪载荷的影响

利用三维势流理论和简单格林函数计算了迎浪航行时不同航速和不同水深组合下的波浪运动响应和载荷传递函数,研究不同水深和航速组合对三体船的波浪运动响应和波浪载荷的影响,并对船舯垂向弯矩和舯后1/4船长处剪力进行了长期预报.将预报值与规范值进行比较,结果令人满意.计算结果表明三体船在不同水深下航行时,水深对其运动响应和波浪载荷都会产生显著影响.     

基于模糊控制与遗传算法的潜艇自动舵设计与实现

在潜艇六自由度模型的基础上,根据一阶二阶波浪力对于航行在近水面潜艇深度的影响,采用模糊控制技术和遗传算法设计了基于二级模糊控制的遗传算法调整控制参数的潜艇自动舵控制系统.通过在近水面和水下两种状态对控制器性能仿真与结果分析,说明该自动舵具有很好的控制效果,响应较快,静差较小,具有较强抗干扰能力,对于近水面的深度控制有稳定的控制作用.     

近水面波浪力作用下潜体的非线性运动响应

通过对潜体近水面航行波浪力作用下非线性运动响应进行建模和计算，揭示了由于二阶波浪力民低速时潜艇操纵面舵力之不足，潜体的定深控制可能难于实现，产生逐渐上浮与露出波面的非线性现象。计算结果与自由自航模的试验结果相当吻合。     

近水面波浪对UUV航行的影响

低速UUV在水下航行一定的距离后需要上浮到近水面进行导航定位,而在近水面UUV受波浪的影响不能忽略,因此研究UUV在近水面悬停时受波浪的影响是有意义的.本文在建立UUV六自由度运动模型的基础上,基于规则波的波浪理论,建立了波浪力的计算模型.并仿真计算了UUV在近水面悬停时受海洋波浪力的影响.     

近水面波浪力作用下潜体的非线性运动响应

通过对潜体近水面航行波浪力作用下非线性运动响应进行建模和计算，揭示了由于二阶波浪力作用与低速时操纵面舵力之不足，潜体的定深控制可能难于实现，产生逐渐上浮与露出波面的非线性现象。     

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.     

潜水器水下拖带航行运动响应数值计算与性能分析

基于三维势流理论,采用多体水动力学分析技术,使用典型的格林函数法求解波浪力,对耦合拖缆的潜水器水下拖带航行进行频域与时域数值模拟计算,分析波浪周期、浪向角、拖缆形态、拖缆长度等因素对水下拖航过程中潜水器拖缆张力,以及纵摇、横摇、横荡等运动响应的影响,为潜水器水下拖航系统设计提供参考。     

铝合金穿浪双体船波激振动响应计算研究

对穿浪型双体船在波浪中航行时的受载状况进行研究,采用规则波理论计算其所受波浪外载荷。利用有限元法建立了铝合金穿浪双体船波激振动响应数值计算模型。基于水弹性理论,采用所建立的数值模型对某全铝合金穿浪双体船高海情试验进行了数值模拟,将数值模拟结果与实船试验数据进行了比较,证明本文方法可靠。进行了该船受6级海况波浪激励的振动响应计算,发现全铝合金穿浪双体船波激振动位移响应较大,远大于常规单体船。还发现高海情中航行时的波激振动应力响应值亦较大。     

近水面潜艇波浪力计算研究评述

对潜艇波浪力计算的研究现状进行了小结。分析了近水面潜艇波浪力计算的几种有代表性的研究方法,如切片法、STF理论、源汇分布法、面元法、Frank源分布紧密拟合法及其组合方法等的具体应用。讨论了目前潜艇波浪力研究中存在的一些问题,尤其是二阶波浪力的非线性特性、潜艇运动扰动及其相互耦合的影响还不清楚,已建立的理论和方法尚不能满足工程实际的需要。最后提出了近水面航行潜艇所受波浪力计算中有待深入研究的重点问题。     

船体湿表面脉动压力预报的三维非线性方法

本文给出了一种预报船体湿表面脉动压力响应的三维非线性时历模拟方法.计及瞬时物面变化引起的各种非线性因素,在时域内建立船体非线性运动方程.在每一时刻,认为船体以其瞬时平均湿表面为平衡位置做简谐振荡运动,利用三维线性频域解来简化运算.在此基础上,进一步将绕射和辐射问题在静平衡位置求解,仅考虑占主导地位的入射波和静恢复力变化的非线性,作为一种兼顾工程需要的计算精度和计算效率的简化方法.以此方法为基础编制了计算机程序,对实船进行了计算,并与模型试验进行了对比.分析比较表明,该方法能够给出令人满意的船体湿表面脉动压力响应预报结果.     

系泊浮体运动响应分析的非线性水动力学方法（英文）

Nonlinear wave loads can induce low-frequency and high-frequency resonance motions of a moored platform in deep water. For the analysis of the nonlinear response of an offshore platform under the action of irregular waves, the most widely used method in practice is the Cummins method, in which the second-order exciting forces in the time domain are computed by a two-term Volterra series model based on incident waves, first-order body motion response, and quadratic transfer functions(QTFs). QTFs are bichromatic waves acting on a body and are computed in the frequency domain in advance. For moving bodies, QTFs are related to the first-order body response, which is to be determined in the simulation process of body motion response but is unknown in the computation procedure of QTFs. In solving this problem, Teng and Cong(2017) proposed a method to divide the QTFs into different components,which are unrelated to the body response. With the application of the new QTF components, a modified Cummins method can be developed for the simulation of the nonlinear response of a moored floating platform. This paper presents a review of the theory.     

近自由面三维水翼的水动力时域分析

基于格林定理,将Bankine源和偶极子置于边界面上,用时间步进法计算了近自由面条件下的三维水翼的势流场.其中在自由面采用线性自由面边界条件,在尾涡面上采用偶极子布置以满足Kutta条件.影响系数中的奇异积分及非奇异积分都采用一种精确积分的方法计算.文中确定了计算模型和参数,给出了不同航速、展长及浸深下的数值计算结果,并与相关文献结果进行了对比,证实了该方法是一种可靠、有效的时域算法.     

数值波浪水池及顶浪中船舶水动力计算

基于粘流理论建立了三维数值波浪水池,模拟了非线性波浪,并对规则波顶浪中前进的拘束船模的水动力进行了计算.数值模拟中,控制方程-RANS方程和连续性方程使用有限体积法离散,非线性自由面采用VOF方法处理;在入口边界模拟柔性造波板运动产生入射波,使用位于波浪水池尾部的人工阻尼区消波.给出了非线性规则波的模拟结果以及规则波顶浪中前进的拘束船模的水动力计算结果,并与理论解及DUT(Delfi University of Technology)的试验数据进行了比较,二者吻合良好.     

基于浮体Morison方程的半潜式超大型浮式结构波浪力简化计算方法

研究了半潜式超大型浮式结构中移动式海上基地（MOB）在高海况随机波作用下波浪力的简化计算方法。文中基于修正后的浮体Morison方程,经理论推导得出了MOB结构波浪力的计算公式。以MOB结构“三模块模型”为例,研究其在6级海况条件下基于Bretschneider谱模拟的随机不规则波中浪向角变化在0°~90°范围内,各模块的波浪力-历时规律,将本文简化算法的计算结果统计值与势流理论的结果相互对比,并对二者进行误差分析。结果表明：运用本文简化算法得到的MOB波浪力统计结果与势流理论的结果吻合程度高,且二者之间的相对误差在工程允许的范围之内,可充分验证本文方法的正确性、合理性与可行性。本文算法相比于势流理论而言更加简单,建议在结构初步设计阶段运用该方法可高效地评估大量不同工况下MOB结构的波浪荷载,研究成果可为半潜式超大型浮式结构动力响应研究奠定基础。     

Wave load computation in direct strength analysis of semi-submersible platform structures

A wave load computation approach in direct strength analysis of semi-submersible platform structures was presented in this paper. Considering the differences in shape of pontoon, column and beam, the combination of accumulative chord length cubic parameter spline theory and analytic method was adopted for generating the wet surface mesh of platform. The hydrodynamic coefficients of platform were calculated by the three-dimensional potential flow theory of the linear hydrodynamic problem for platform with low forward speed. The equation of platform motions was established and solved in frequency domain, and the responses of wave-induced loads on the platform can be obtained. With the interpolation method being utilized, the pressure loads on shell elements for finite element analysis(FEA) were converted from those on the hydrodynamic computation mesh, which pave the basis for FEA with commercial software. A computer program based on this method has been developed ,and a calculation example of semi-submersible platform was illustrated. Analysis results show that this method is a satisfying approach of wave loads computation for this kind of platform.     

3-D computational method of wave loads on turret moored FPSO tankers

A three-dimensional method of calculating wave loads of turret moored FPSO (Floating Production Storage and Offloading) tankers is presented. The linearized restoring forces acting on the ship hull by the mooring system are calculated according to the catenary theory, which are expressed as the function of linear stiffness coefficients and the displacements of the upper ends of mooring chains. The hydrodynamic coefficients of the ship are calculated by the three-dimensional potential flow theory of the linear hydrodynamic problem for ships with a low forward speed. The equations of ship motions are established with the effect of the restoring forces from the mooring system included as linear stiffness coefficients. The equations of motions are solved in frequency domain, and the responses of wave-induced motions and loads on the ship can be obtained. A computer program based on this method has been developed, and some calculation examples are illustrated. Analysis results show that the method can give satisfying prediction of wave loads.     

A CIP-based method for numerical simulations of violent free-surface flows

A CFD model is proposed for numerical simulations of extremely nonlinear free-surface flows such as wave impact phenomena and violent wave–body interactions. The constrained interpolation profile (CIP) method is adopted as the base scheme for the model. The wave–body interaction is treated as a multiphase problem, which has liquid (water), gas (air), and solid (wave-maker and floating body) phases. The flow is represented by one set of governing equations, which are solved numerically on a nonuniform, staggered Cartesian grid by a finite-difference method. The free surface as well as the body boundary are immersed in the computation domain and captured by different methods. In this article, the proposed numerical model is first described. Then to validate the accuracy and demonstrate the capability, several two-dimensional numerical simulations are presented, and compared with experiments and with computations by other numerical methods. The numerical results show that the present computation model is both robust and accurate for violent free-surface flows.     

海上浮式风机在波浪作用下的动力响应分析

基于三维线性频域势流理论和脉冲响应函数方法计算时延函数与时域波浪力,利用准静定系泊模型来模拟系泊力,利用计算流体力学方法得到粘性阻尼系数,建立了风机在波浪作用下的时域运动方程.论文求解DeepCwind半潜式平台风机的动力响应,计算结果与试验值以及其他数值模拟结果吻合的较好,证明了方法的适用性.