船舶受冲击力作用时的水动力试验研究

根据冲量相似的要求进行船舶在冲击作用下的模型试验，并将模型试验结果与理论计算及实际试验进行了对比和分析。     

Prediction of design wave loads of the ocean structure by equivalent irregular wave approach

The present study is employing the equivalent irregular wave approach to predict the wave loads for a ship encountering the worst sea state with respect to the critical dynamic loading parameter. Two different hydrodynamic numerical models, i.e. 3D pulsating source technique and 3D translating pulsating source technique, are applied to calculate the corresponding RAO of the ship moving in waves. Incorporating the RAO of the related physical properties, we can calculate the extreme value for the corresponding ship loading factor, which can be regarded as the worst sea state in the service lifetime of the ship. With the time and period of the occurrence of the corresponding extreme value, we can simulate the time history of the wave load in this period, which is so-called equivalent irregular wave approach. Comparing with the results calculated by the traditional equivalent regular wave approach, we find that the equivalent irregular wave approach can simulate the corresponding wave load more realistic, especially for dynamic pressure. Using the equivalent irregular wave approach can offer the effective and practical base for the ship structural analysis.     

极端波浪对海洋导管架平台的作用及其模型试验研究

通过极端波浪对海洋导管架平台作用力的模型试验,对极端波浪的作用进行了探讨。首先在常规波浪力计算公式的基础上,提出了极端波浪作用下的简易计算方法,并结合国外相应研究成果,提出了三个简易计算表达式;在对模型试验数据的分析基础上,给出了上述三个简易计算公式中的系数,从而得到极端波浪作用下的波浪力计算表达式。     

大连港集装箱码头后方堆场荷载统计分析和概率模型

为了解我国北方港口集装箱码头集装箱堆场荷载的情况,选择大连港集装箱码头进行集装箱荷载调查和统计分析。采用不平稳随机场模型,建立集装箱堆场的局部荷载模型和整体荷载模型,确定集装箱荷载的统计参数。研究表明:大连港集装箱码头50 a设计基准期的局部荷载最大值服从极值I型分布,平均值、标准差和变异系数分别为86 040.76 kg、24 199.05 kg和0.281 3;50 a设计基准期的整体荷载最大值也服从极值I型分布,平均值、标准差和变异系数分别为1 726.8 kg/m2、185.13 kg/m2和0.107 2。就重型集装箱而言,现行港口荷载规范规定的集装箱箱角荷载偏低,用于整体计算的荷载较高。     

台风诱发暴潮极端潮位的预测方法

以杭州湾为例,根据水文站历史潮位资料,采用改进的灰色马尔可夫预测模型对台风诱发暴潮的极端潮位进行预测.同时采用复合极值分布理论对可能出现的极端潮位进行概率预测,使预测结果更为接近真实数值.     

港口内靠码头系泊船运动的计算

本文以英国南海岸处Ｓｈｏｒｅｈａｍ港内系泊船为例，研究了港口内靠码头系泊船运动的数值计算问题。该船的实船实验和模型实验已经完成，为验证本文计算结果提供了依据。运动方程在时域内求解。在计算船体脉冲响应函数时，引入了船体阻尼系数在频率很低时的渐近表达式和一迭代算法。分析了港内共振波浪和其对船体的作用力。讨论了靠码头系泊船运动的非线性特征。计算结果与实验结果符合很好。     

波浪作用下带月池结构船体运动数值预报

流体在月池内发生共振时,有可能给船舶带来多种危险。建立基于N-S方程和VOF法的三维数值波浪水池,通过实现船体与波浪的耦合运动,对月池内流体发生活塞运动共振情况下的船体运动做出了数值预报,研究了船体运动和月池内流体运动的相互影响。通过与无月池结构船体运动对比,得到了共振情况下月池内流体活塞运动会增大船体垂荡运动的结论;通过与船体静止情况下月池内流体运动的对比,得到了船体运动会增大月池内流体活塞运动的结论。另外还研究了月池内的流场变化,以研究月池振荡的机理。     

Evaluation of Hydrodynmic Coefficients of Ships Oscillating in A Numerical Wave Tank

A technique for the evaluation of the hydrodynamic coefficients of ships is outlined for ship oscillating in a numerical wave tank,which is established on Computational Fluid Dynamics (CFD) theories.The numerical simulation of ship sections and bodies forced oscillating in the tank are carried out.The added mass and damping coefficients are obtained by the decomposition of the computational results,which agree well with the corresponding ones of potential theories.     

半潜式平台垂向运动对气隙影响的概率统计分析

应用矩和L矩方法以及二次转换方程,基于模型试验数据的概率统计分析,研究半潜式平台在作业工况和生存工况下的气隙响应,以及平台垂向运动对立柱周围不同位置处的波浪升高和气隙的影响。结果表明,垂向运动总体上能够增加气隙,海况越恶劣,增加程度越明显;在不同浪向下对不同位置的气隙影响有差别,后立柱周围的波浪升高和气隙受平台运动的影响相比前立柱更为显著;同时,平台垂向运动会引起立柱周围波浪升高的非线性增强。     

深水系泊新型拖曳锚研发关键技术

作为深海工程应用中一种新型的拖曳嵌入式系泊基础,法向承力锚与目前新型的深水绷紧索系泊方式结合,在深水条件下的优势非常明显.综合比较了新型拖曳锚、吸力锚以及桩锚在施工、性能以及经济性等多方面的特点.提出了开展新型拖曳锚研发的若干关键技术.在对国外的实验研究现状进行综合评述的基础上,重点介绍了在构建新型拖曳锚模型实验平台方面取得的成果,涉及模型水槽、拖曳与回收系统、测量系统、模型锚板设计以及拖曳-系泊转换机构等关键技术.     

印尼ADIPALA海域较长周期波浪统计特征分析

对印尼ADIPALA海岸观测的较长周期波浪数据进行了统计分析,给出了不同统计波高特征值之间的关系以及统计特征周期和相对水深的关系;并就波浪统计中的波高分布,采用威布尔分布形式进行拟合,得到波高累积分布;给出了最大波高计算公式,可为工程设计提供参考。     

Evaluation of Hydrodynamic Coefficients of Ships Oscillating in A Numerical Wave Tank

A technique for the evaluation of the hydrodynamic coefficients of ships is outlined for ship oscillating in a numerical wave tank, which is established on Computational Fluid Dynamics (CFD) theories. The numerical simulation of ship sections and bodies forced oscillating in the tank are carried out. The added mass and damping coefficients are obtained by the decomposition of the computational results, which agree well with the corresponding ones of potential theories.     

Statistic Analysis of the Annual Extreme Wave Parameters for the Coast of China

- According to the need of project design for offshore engineering and coastal engineering, this paper statistically analyses the annual extreme data of waves acquired at 19 observation stations along the coast of China. Five kinds of distribution curves are adopted: Pearson Ⅲ(P-Ⅲ), Log-Extreme I (LE), Log-Normal(LN), Weibull(W) and Exponential r(Eг) to check the adaptability to the long-term distribution of annual extreme of wave in the China Sea areas. The New Curve Fittling Method (NFIT) method and Probability Weighted Moments (PWM) method are used to estimate the distribution parameters and thereby to derive the design wave parameters with different return periods at 19 observation stations. The test results show that by combining Eг distribution and NFIT parameter estimation and optimum seeking by computer, the design wave parameters can be estimated with high accuracy, high speed and high efficiency, and the randomness of the estimated results can be avoided.     

台风灾害极值预测——模式和应用

台风灾害是影响中国2.5亿人民生命财产和经济发展的重大问题。鉴于现行台风防灾减灾领域存在的问题,提出了多维复合极值分布理论及相应的双层嵌套多目标概率模式,并应用于美国卡特列娜飓风巨灾预测和验证、上海设防标准、杭州湾特大超高水位,三峡设计洪水的概率预测及风险分析,显示了新理论的科学性、先进性和实用性。     

唐山近海海域波浪要素特征分析

本文基于唐山近海海域1#、2#浮标2017年4月至11 月实时海浪观测数据及部分风速风向数据, 对唐山近海海域波浪有效波高、有效波向、有效波周期等波参数特征进行了统计分析, 并利用origin 软件对波参数与风速、风向相关性进行了研究。研究结果表明： 1#、2# 浮标海域常浪向为SSW、SW、SSE, 常浪向有效波高均以0.2 ～ 0.4 m 小浪及3 ～ 4 s 短周期为主,有效波高1 m 以上较大波浪极少出现; 该海域波浪以风浪为主, 波浪破碎速度较快, 有效波高与风速相关性较强, 相关系数r 为0.71, 风向与波向、有效波高与周期基本无相关性, 该研究资料可为海上活动及防灾减灾提供技术依据。     

Effect of wave-directionality on second-order loads induced by the set-down

At first-order of approximation a sea-state may be considered as an infinite sum of Airy components with angular frequencies ω_i and wave-number vectors k_i. A second-order analysis shows the co-existence of long waves appearing at the difference frequencies ω_i—ω_j with wave-number vectors k_i—k_j. In shallow water they become appreciable in amplitudes and may induce slow-drift motion of moored structures.For small values of ω_i—ω_j,k_i—k_j may take all kinds of directions for an angular-spread wave system. Then it may be questioned how the in-line and transverse second-order accelerations compare to those obtained for a mono-directional wave-system.This analysis is carried out here by relating the spectra of the second-order horizontal accelerations to the directional wave-spectrum. Numerical applications are first performed for deep water. They show that at low frequencies, even for very narrowly spread wave systems, the transverse component is larger than the in-line component. In shallow water both components are dratically reduced as compared to the mono-directional case. As a consequence one may question the validity of model-testings or numerical models which take no account of the directionality of the wave-system.     

基于CFD船舶操纵性预报方法研究

基于CFD技术和重叠网格技术完成了黏性流场中KVLCC2船模的操纵性水动力导数的数值计算。为保证计算的精确性,进行了网格的收敛性分析,给出了合适的网格划分方法;通过数值模拟斜航运动、纯横荡运动和纯艏摇运动计算出的水动力与相应条件下的试验值对比,计算结果与试验值吻合良好,计算出的水动力导数准确度较高。基于MMG分离建模方法建立KVLCC2船模的操纵性数学模型,利用龙格-库塔算法求解微分方程组,对船舶操纵运动进行仿真。回转试验和Z形操舵试验的仿真结果与试验结果对比,其回转直径和轨迹都非常吻合,表明采用的船舶操纵性预报是可行的。     

Uncertainty and joint probability of sea ice loads

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Review of JONSWAP Spectrum Based on Storm 149 from North Alwyn

1 .IntroductionItiswellknownthatthewavespectrumisveryusefulforthepredictionofwavecharacteristicsbothinthecomputationofshipmotionandwaveloadonoffshorestructuresandinthesimulationatshipandoceanbasinsformodeltests.InengineeringpracticemanyspectralformulaecanbeselectedforacertainseaareasuchasrecommendedbytheInternationalTowingTankConferenceITTC (TheSpecialistCommitteeofWaves) .TheJONSWAPspectralformulaiswidelyemployedinoceanengi neeringdesignandareviewofitisnecessarybasedonsomemeasureddata…     

Risk Analysis of Breakwater Caisson Under Wave Attack Using Load Surface Approximation

A new load surface based approach to the reliability analysis of caisson-type breakwater is proposed. Uncertainties of the horizontal and vertical wave loads acting on breakwater are considered by using the so-called load surfaces, which can be estimated as functions of wave height, water level, and so on. Then, the first-order reliability method（FORM） can be applied to determine the probability of failure under the wave action. In this way, the reliability analysis of breakwaters with uncertainties both in wave height and in water level is possible. Moreover, the uncertainty in wave breaking can be taken into account by considering a random variable for wave height ratio which relates the significant wave height to the maximum wave height. The proposed approach is applied numerically to the reliability analysis of caisson breakwater under wave attack that may undergo partial or full wave breaking.