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《船舶与海洋工程学报》2016,(4)
The authors previously introduced a semi-empirical formula that enabled fast estimation of the added resistance of ships in head waves, and in this study the formula is further refined for easy use in engineering applications. It includes an alternative ship draft correction coefficient, which better accounts for the wave pressure decay with ship's draft. In addition, it only uses the speed and main characteristics of the ship and wave environment as input, and has been simplified to the extent that it can be readily processed using a pocket calculator. Extensive validations are conducted for different ship types at low to moderate speeds in various typical irregular sea conditions, and encouraging results are obtained. This relevant and topical research lies within the framework of the recent IMO MEPC.232(65)(2013) EEDI guidelines for estimating the minimum powering of ships in adverse weather conditions, which specify for the use of simple methods in current Level 2 assessment within engineering applications. 相似文献
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本文在建立船舶在风浪中的低频操纵运动方程式的基础上,探讨了船舶在风浪中的舵力保向问题。从工程实用的角度,提出了一个船舶在风浪中航行时保向舵角的近似计算公式。以“育英轮”为例,进行了计算。从保向的角度,提出了船舶在大风浪中航行时,提高抗风浪能力方法和安全航行的措施,并可望对实际工作有一点指导意义。 相似文献
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双船系靠LNG泊位对系泊稳定性要求高,而目前尚无船行波对双船系靠泊稳定性影响的定量分析方法。结合工程实例,以Flory-Remery单船系泊船行波荷载计算方法为基础,结合双船系靠泊位的特点予以修正,利用数值分析软件定量分析船行波过程对双船系靠泊位系泊稳定性的动态影响。结果表明,典型系泊条件下,双船系靠泊位系泊倒缆受力及纵移运动量受船行波影响最大,当船行波与系泊船间距50 m时系泊稳定性不满足要求;当船行波与系泊船间距100 m时系泊稳定性满足要求;当船行波与系泊船间距150 m时系泊稳定性基本不受船行波影响。 相似文献
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In this paper, added resistances acting on a hull of non ballast water ship(NBS) in high waves is discussed. The non ballast water ships were developed at the laboratory of the authors at Osaka Prefecture University, Japan. In the present paper, the performances of three kinds of bow shapes developed for the NBS were theoretically and experimentally investigated to find the best one in high waves. In previous papers, an optimum bow shape for the NBS was developed in calm water and in moderated waves. For a 2 m model for experiments and computations, the wave height is 0.02 m. This means that the wave height is 15% of the draft of the ship in full load conditions. In this paper, added resistances in high waves up to 0.07 m for a 2 m model or 53% of the full load draft are investigated. In such high waves linear wave theories which have been used in the design stage of a ship for a long time may not work well anymore, and experiments are the only effective tool to predict the added resistance in high waves. With the computations for waves, the ship is in a fully captured condition because shorter waves, λ/Lpp0.6, are assumed. 相似文献
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The wrack or the ship out of control will drift with flow.One of the most important factors that drive the ship is flow current which moves circularly in tidal area.The wrack from same place always drifts in different ways if the start time is different.So,during the ship drifting period,the drift trace is also determined by both wave and wind forces.The drift direction is limited by water depth which must be deeper than ship draft. These marine structures that can not afford the hit of wrack or will destroy the wrack must be well considered when they are placed near harbor and waterway or other water area with ship running.The risk zone should be consulted according to tide and weather conditions to protect structures and ships in necessary.A method is presented here to simulate the risk zone by 2D numerical hydraulic model with tidal current,wave,wind and water depth considered.This model can be used to built early-warning and protect system for special marine structure. 相似文献
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对散货船、油船、集装箱船的多艘实船进行了短期波浪载荷直接计算,分析了这三种船型的船舯垂向弯矩、L/4(L为船长)处垂向剪力、3L/4处垂向剪力的若干规律,以及集装箱船型的扭矩、船舯水平弯矩的若干规律.根据这些规律,总结出一套针对特定船型的短期波浪载荷极值的完整计算公式. 相似文献
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在救灾和战争等非常情况下,利用中小型近海滚装渡轮或改装后的渔轮渡海输送重荷载,具有可征用船只数量多和装卸载不依赖吊装设备等优点。缺乏港口屏蔽的海浪环境中重荷载进行滚动卸载时,必须考虑波浪对船的作用和重荷载与船的相互作用。本文通过对船在波浪中所受表观重力和表观浮力的分析,导出波浪作用力矩的计算公式。运用浮基多体系统动力学方法,建立波浪-浮基-重荷载系统的动力学方程。使用标准的龙格-库塔四阶方法进行数值积分求解。考虑海况、船型和重荷载在船上运动参数等因素,计算了各工况下的横摇运动响应。进而给出了重荷载安全快速卸载的驾驶操作要求及相关运动规律。 相似文献
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Investigation of springing in ship structures using experimental methods and 3-D hydroelastic theory
Xueliang Wang Xuekang Gu Pandeli Temarel Jiajun Hu 《Journal of Marine Science and Technology》2016,21(2):271-281
Large and long ships experience springing behavior. Depending on the trade routes and design of such ocean-going ships, wave-induced vibrations may be due to springing and whipping effects. In this paper, we address the wave-induced vibrations in an ultra-large ore carrier under fully loaded and ballast conditions. The experimental measurements from tests performed using a flexible model of the ship were compared with the numerical predictions from 3-D hydro-elastic theory (THAFTS) (Wu, Hydroelasticity of floating bodies. PH.D thesis, Brunel University, 1984). The measurements showed multiple frequencies between the encountered wave frequency and the 2-node bending frequency that occurred only in ballast conditions, whereas the springing vibrations were more apparent with forward speed under ballast conditions in both regular and irregular waves. The numerical method predicted the vertical bending moment quite well in the fully loaded condition but underestimated it in the ballast condition. This result was primarily due to an inability to capture the prediction of the multiple frequencies between the encountered wave frequency and the 2-node bending frequency. Using THAFTS, a new ship form with a deep draft was introduced, and this vessel was shown to reduce springing vibrations. 相似文献
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《船舶与海洋工程学报》2018,(3)
The ship motions and wave-induced loads of a new type of river-to-sea ship are investigated experimentally and numerically. A river-to-sea ship is an unconventional type of container ship characterized by high breadth to draft ratio and low length to breadth ratio, which makes it more prone to hydroelasticity than conventional ships of the same size. A segmented model was tested under two loading conditions, namely, ballast and loaded conditions, to determine the vertical motions and wave-induced loads under each condition. Results are compared with numerical simulations in the frequency domain. The wave-induced responses are calculated by a nonlinear time domain code at each time step. The response amplitude operators of vertical ship responses in regular waves are analyzed, and the wave-induced responses are consistent with the experimental results. 相似文献
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系泊船舶响应的影响因素很多,且十分复杂。针对影响系泊船舶响应的主要因素(波浪和系缆方式)开展研究,通过船舶系泊物理模型试验,研究波浪条件及系缆方式对系泊船舶响应的影响规律,其中波浪条件包括不同的波向及波浪周期,系缆方式包括不同缆绳配置(有无缆尾索)和不同系缆布置方案。研究结果表明,45°斜向浪作用下系泊船舶的运动量和系缆力均明显小于横浪作用下的结果;试验波浪周期范围(T=3.5~6.0 s)内,系泊船舶的运动量和系缆力均随着波浪周期的增大而变大;从船舶系泊安全角度看,设置缆尾索是有利的;码头前后沿共同系缆布置可明显提高船舶系泊(非装卸作业时)的抗风浪流能力。 相似文献
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船舶在复杂海况下的实时运动仿真 总被引:7,自引:1,他引:6
给出一种工程实用的仿真方法,能实时地提供船舶在复杂海况下的动态响应数据,利用该方法所建立的运动仿真系统为研究和开发海洋工程动力定位技术提供了较好的调试环境,文中对两个不同算例的数值仿真结果,表明该方法对工程应用是可行的。 相似文献
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Under the background of the energy saving and emission reduction, more and more attention has been placed on investigating the energy efficiency of ships. The added resistance has been noted for being crucial in predicting the decrease of speed on a ship operating at sea. Furthermore, it is also significant to investigate the added resistance for a ship functioning in short waves of large modern ships. The researcher presents an estimation formula for the calculation of an added resistance study in short waves derived from the reflection law. An improved method has been proposed to calculate the added resistance due to ship motions, which applies the radiated energy theory along with the strip method. This procedure is based on an extended integral equation (EIE) method, which was used for solving the hydrodynamic coefficients without effects of the irregular frequency. Next, a combined method was recommended for the estimation of added resistance for a ship in the whole wave length range. The comparison data with other experiments indicate the method presented in the paper provides satisfactory results for large blunt ship. 相似文献
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2万吨级超浅吃水肥大船试验研究 总被引:1,自引:0,他引:1
超浅吃水肥大型运煤船研制是“八.五”国家重大技术装备项目,其中2万吨级超浅吃水肥大型运煤船是规划中秦岛至上海航行不须等潮进江的主要经济船型,是为我国首制B/T=4.0,CB=0.839的散货船。 相似文献
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超浅吃水肥大型船舶试验研究 总被引:1,自引:0,他引:1
超浅水 运餐蚨旨斗蚀笮驮嗣捍夜鞍宋濉惫ス叵钅俊W髡哒攵愿么吵运奶氐悖菘焖傩裕筒ㄐ杂氩僮菪缘囊罄慈范ㄆ渲谐叨龋⑸杓屏巳智疤逑吆退闹趾筇逑咝停辛硕嘀址桨缸楹显谘乖睾吐刈刺碌淖枇Α⒆院绞匝榧拔膊课恢绷饕猿〔馐匝芯优选出适合我国港口航道的超浅吃水肥大型船舶的设计一型。实船试航结果表明,该船水动力性能优良,且阻力性能与模型试验 合 相似文献