Matlab可视化GUI编程在船舶随浪航行安全预警系统的应用

船舶在大风大浪的环境中航行时,为了提高船舶航行安全性,通常进行迎浪航行,但在某些特定条件下,船舶只能随浪航行,这种航行模式会大幅提高船舶横摇、纵摇等运动的幅度,甚至导致船舶发生倾覆,因此研究船舶随浪航行的安全预警系统非常重要。本文结合Matlab可视化GUI编程,设计一种船舶随浪航行下的安全预警系统,并对该系统进行性能测试。     

基于Open FOAM的三体船尾浪中运动性能研究

论文在开源CFD代码OpenFOAM的基础上,在波浪水池中用基于FNPT中的QALE-FEM方法对外场进行数值模拟,在内场基于黏流用CFD方法模拟三体船在波浪中的运动及船体与波浪间的相互作用。通过混合算法求解器QaleFOAM,对三体船在尾浪下的运动进行数值模拟。对一艘航行在尾浪中的常规布局的三体船采用6自由度运动模型,分析波浪参数变化对其运动的影响,探讨它在尾浪这一危险浪向下的运动性能。     

穿浪型双片体高速客滚船进出坞作业要领的研究

穿浪型双片体高速客滚船在恶劣海况下的航行综合性能具有其他类型的高速船不可逾越的优势,是未来海峡和短途客滚摆渡、高性能高速船发展的方向。但是铝合金船相对于钢质海船来说,缆桩和船壳板比较脆弱。拖船协助大船作业时用力过猛,船舶缆桩和船体外板可能会受到损害。因此,船长要慎重使用拖船助操。穿浪型双片体高速船进出船坞作业时,船舶艏向与船坞轴线的交角大于5°,船舶前端细长而薄薄的长剑状穿浪结构可能会触及坞墙而受到损害。本文以"海峡号"在宁波环海重工船厂进出坞作业进行分析、归纳和总结,以供存在类似问题的船舶进出坞作业时参考和借鉴。     

小水线面双体船斜浪中运动的参数激振初探

船舶经常会在斜浪中航行,特别是在海峡内航行。此时,船舶运动是一种纵摇,横摇和垂荡的藕合运动,这种藕合运动容易导致参数共振,使船舶的耐波性变坏。以中国科学院科学考察船"实验1"号的一艘实船和代号T-SWDTH的一个船舶设计方案为例,计算分析了它们在斜浪中航行时的船体运动和参数共振问题,证明小水线面双体船在斜浪中横摇不会造成垂荡和纵摇的参数共振。     

随浪航行中的船舶危险性分析

随浪中航行安全是船舶大风浪安全航行研究的重要内容,随浪中船舶稳性也是船舶开航前安全评估所必须考虑的要因之一。通过对随浪航行中船舶稳性损失及船舶状态的分析,阐明稳性的计算公式和随浪航行中的应变对策,以期为研究随浪航行的学者和从事船舶操纵的驾驶人员提供参考依据。     

随浪中船舶舵效损伤试验研究

本文报道了船舶随浪航行时舵横向力模型试验，以静水中船后舵横向力为参照基准，分析了船舶位于波面不同位置处的舵效损伤及其原因，并试图说明，舵效损伤是船舶随浪航行发生横甩的一个重要原因。     

高速排水型船舶艉浪数值计算

采用近、远域结合的方法,对高速排水型船舶在深水状态下的NPL单体船、双体船以及三体船的艉浪进行数值计算,计算与试验比较表明该方法是可行性的,初步探讨了深水条件下单体船艉浪的衰减规律。     

200t高速穿浪双体渡船喷水推进器设计

穿浪双体船作为一种有着优良快速性与耐波性的新船型,在海上高速运输方面显示出了普通船舶无可比拟的优势。而喷水推进器作为一种适于高速船舶的新型推进器,其技术也日臻成熟,有着广阔的发展前景。目前,众多高速穿浪双体船采用了喷水推进器,实践证明了其卓越的综合航行性能。本文以200t高速穿浪双体渡船为例,进行了喷水推进系统主要参数的计算、校核以及双体船航行特性曲线的绘制。     

不同浪向下船舶动力定位的动力学分析

参考某动力定位船舶的具体参数和该船的海浪响应幅值算子(RAO),结合该船工作时的具体过程,利用大型水动力分析软件Orca Flex建立了船舶动力定位时的动力学分析简化模型。通过调节不同海况下的浪向,实现了对动力定位船舶在不同浪向下的动力学分析,对海浪作用下船舶的纵荡、横荡和转艏运动进行了数值仿真,得到了不同浪向对船舶动力定位精度的影响,确定了船舶动力定位时的最佳浪向,结合计算结果,给出了船舶动力定位的优化设计方案。     

三体船随浪中的完整稳性研究

随浪航行波峰位于船中时,容易引起单体船稳性的丧失,但是此结论对三体船是否适用尚待进一步研究。以一条三体船型为例,研究了三体船型在波浪中的完整稳性。对侧体不同位置的多种方案进行了计算。结果表明:当侧体纵向位置位于船舯、船尾和舯前(侧体横向位置较大)时,波浪中的初稳性较静水中反而有所增加,波浪中的大倾角稳性的最大复原力臂也比静水中有所增加,稳性消失角有所减小;当侧体纵向位置位于舯前(侧体的横向位置较小)时,波浪中的初稳性较静水中有所下降,波浪中大倾角稳性的最大复原力臂与静水中比较明显下降。     

Stern waves consisting of forward-oriented breaking waves and the remaining following waves

When a ship with a wide, immersed transom stern runs on a deep draft, forward-oriented wave breaking often occurs just behind the transom stern. In such conditions, stern waves can be considered to consist of two main components: the forward-oriented breaking wave and the remaining following waves. In our previous study, which was the first part of the present study, we developed a method to treat the forward-oriented breaking wave, and have clarified that it has a scale effect and its resistance coefficient decreases with an increase in the size of the model ship. On the other hand, the study also indicated that the height of the remaining following waves increases with an increase in the model ship size. The purpose of this paper is a more complete understanding of the two different component characteristics of the stern waves. We have developed a method to estimate the resistance due to the remaining following waves. Using this method, we have reached three main conclusions. The resistance increases considerably if the remaining following waves change to forward-oriented breaking waves. The resistance coefficient of the remaining following waves increases only slightly with an increase in model ship size. This stern wave resistance coefficient is strongly affected by the forward-oriented breaking waves, and therefore decreases with an increase in model ship size. Received: January 5, 2001 / Accepted: May 28, 2001     

Discussion on the parameters of design waves

In order to respond the discredit on the design wave standard and to recommend new consideration on design wave parameters, based on the long-term distribution of statistic characteristics of waves and the short-term probability properties of sea state defined by giving the return period, the calculation of the return period, the height, the period, and the oceanic wave parameters of the design wave and the forecasting methods are discussed in this paper. To provide references for the operation reliability of floating structures in the extreme sea state, the method of determining the design wave parameters is resurveyed. A proposal is recommended that the design wave, which can be either significant wave with 500-year of the return period, or the maximum wave with 1/N of exceeding probability, 100-year of the return period, can be applied in the engineering design practice.     

Inertial waves in the Ibiza channel

Currentmeter data taken in the Ibiza Channel show the almost permanent presence of near-inertial motions below the mixed layer. They correspond to downwards progressing waves with a vertical group velocity of some m/day. The presence of the Balearic Front sensibly affects the propagation of these inertial waves. Although situations exist in which the passage of atmospheric fronts along the Channel is clearly the generating force of these near-inertial motions we find others in which the energy density in mid-depths is higher than in any other depth. These last situations are closely related to the arrival to the Channel of some of the different water masses which flow around there. A clear correspondence between the presence of relatively strong inertial waves and a noticeable vertical shear of the subinertial flow, evidenced by an averaged Richardson number, is also observed. In some circumstances, the vertical shear of the whole flow (inertial plus subinertial) is higher than the stability limit, that is, Ri < 0.25, favoring the braking of the internal waves. This could be a plausible cause of their decay and a reason to explain why they do not penetrate further than certain depths.     

中国内海台风浪传播和演化过程数值模拟

基于波作用量守恒方程建立我国内海台风浪生成与传播的模型。用谱峰周期来界定涌浪,通过对全区域的典型台风浪过程的模拟计算,分析了内海台风浪时、空分布特征和演化过程。研究表明:台风登陆后,从能量扩散速度判断,应经历能量由高频向低频转化的过程(易形成长周期波浪),均可传播到渤海海域。生成长周期波浪后,波能衰减速度显著减慢,长周期波浪可在我国北方海域生存2 d以上。涌浪在台风登陆之后的传播速度很快,为50～60 km/h,涌浪传播速度在我国内海可以达到台风中心运动速度的2倍左右。     

基于灰色理论的海浪实时预报

在气垫船高速行进过程中,由于其自身的特点,对其运动参数进行精确控制时,需要对海浪进行实时预报,以减小滤波的滞后.文中基于ITTC双参数谱对海浪数据进行了仿真,并将灰色GM(1,1)模型用于海浪信号的实时预报.针对海浪数据的特殊性,提出一种新型的数据预处理方法.预报结果可知,经过镜像数据预处理后,灰色GM(1,1)模型完全可以对海浪数据进行实时预报,其精度满足实际工程需要.     

On the dispersion relation of hydroelastic waves in a plate

This paper deals with the dispersion relation of hydroelastic waves in pontoon-type very large floating structures (VLFS) using a simple beam modeling, where the term hydroelastic waves means propagation of deflection vibrations in VLFS. The purpose of this paper is to show the properties of the hydroelastic waves. The dispersion relation of hydroelastic waves propagating in an infinite plate floating on the water is derived based on the linear water wave theory. The effects of the water depth and of the bending rigidity of the floating plate on the wavelength, phase velocity, and group velocity of the hydroelastic waves are shown theoretically or numerically. Then, the dispersion relation of hydroelastic waves in a finite plate floating on shallow water is investigated. It is shown that the wavelength or the phase velocity of the hydroelastic waves varies with the location in the plate. Received for publication on April 7, 1999; accepted on Aug. 20, 1999     

舰船风浪航行失速的估算方法

将舰船常用的在风浪中失速的估算方法概括为7种,比较了各种方法的普适性、精确性和局限性,以便使用者选用.     

Numerical simulation of three-dimensional breaking waves

Three-dimensional (3D) wave breaking around bodies of complex geometry has been numerically investigated by use of two types of Navier-Stokes solvers, namely the finite-difference and the finite-volume methods employing rectangular and curvilinear coordinate systems, respectively. Both methods employ the density-function technique to capture the free surface location and can cope with complicated free surface configurations such as breaking waves. The accuracy of the density-function method is examined through the comparison with experimental results, and it is confirmed to be satisfactory when the grid spacing and the time increment are sufficiently small. New computational methods are applied to several problems including 3D breaking waves around ships and wave diffraction around offshore structures. The computed results show good agreement with experimental results indicating that wave breaking phenomena are successfully simulated. The qualitative accuracy, however, could be improved by including the dissipating effect of breaking waves.     

飓风极值波浪数值模拟

飓风浪对于船舶航行、海洋和海岸结构物的安全意义重大,分析工程区设计波要素需要考虑飓风引起的大浪。采用YoungSobey风场模型建立飓风风场,以飓风风场作为第三代波浪模型MIKE 21 SW的驱动场,对发生在大西洋的飓风IRENE引起的飓风浪进行模拟,并将模拟结果与实测浮标数据进行对比。对比结果显示,MIKE 21 SW可以很好地模拟飓风引起的极值波浪要素。