共查询到19条相似文献,搜索用时 453 毫秒
1.
建立精准的数值波浪水槽需要选取合适的造波方法、波浪方程和网格尺寸。利用FLUENT流体力学模型,采用源项法、推板法、速度边界法3种造波方法,分别建立不同网格尺寸和波陡条件下的数值波浪水槽。结合相应的波浪理论,比较采用各造波法的数值一阶线性波和二阶Stokes波、三阶Stokes波效果,得出数值波传播特点、适宜网格尺度及波陡对数值波效果影响。结果表明,源项造波法造波的波高沿水槽衰减最快,对网格尺寸变化最敏感;推板造波法数值造波效果最好;速度边界造波法计算效率最高,数值波高沿水槽衰减速度最小;在数值水槽的波浪传播有非线性作用影响,导致即使造波是线性波,传播到一定距离后,波面也有非线性变形。 相似文献
2.
3.
通常在计算波浪与结构物相互作用时都采用规则波假定,例如Airy波和Stokes波,波高一般采用实测有效波高,这种方法认为所有的波浪能量都集中在一个波浪频率上,从而忽视了海洋波浪实际的宽谱特征使得计算出的结构物动态响应不具有代表性.该文阐述了新波浪理论(NewWave Theory)的基本概念,介绍了一种新型的极限入射波浪模型,该模型考虑了天然海浪的随机性、潜性和方向性.新建立的波浪模型不仅可以作为恶劣海域海工结构计算时最不利波浪力设计标准,而且可使系留船舶的全向二阶波浪力计算得到极大的简化,节省大量的时间成本.文中还阐述了新波浪理论模型引入到波浪与结构物相互作用水动力计算的方法和步骤.最后对一种萨哈林(Schiehllion)型FPSO在不同方向入射波作用下的平均漂流力进行了计算和讨论. 相似文献
4.
海洋中波浪周期的表达及准确预测一直是个难题,对于周期推算过程中的影响因素目前缺少系统的研究。根据室内试验,重点分析深水极限波浪传播及破碎过程各特征周期的演化规律。在实验室二维水槽中,基于相速度聚焦方法生成深水聚焦波和破碎波,并通过逐渐增加聚焦波幅使波浪破碎强度增大。由实测的波面序列统计计算跨零点周期和谱平均周期,结果表明,谱平均周期在传播过程中很稳定;波浪聚焦未破碎时聚焦区域前后周期变化率小于1%;波浪破碎后周期明显增大,且增量T随实测波陡(破碎强度)增大而增大;从稳定性和波浪非线性机理的角度分析T0,2的变化规律最能体现深水极限破碎波浪周期的演化特征。 相似文献
5.
[目的]针对数值模拟中波浪随传播时间和距离发生波幅衰减及相位偏移的问题,提出一套可用于多周期稳定造波的参数设计方法.[方法]基于Navier-Stokes方程和流体体积(VOF)方法进行五阶Stokes波数值模拟,通过对一维波动方程的离散形式进行分析,研究几个重要参数对造波效果的影响.最后,应用所提参数设计方法对KCS... 相似文献
6.
7.
8.
9.
基于势流理论建立二维完全非线性数值波浪水槽模型,利用该模型对二维驳船结构在非线性规则波作用下的高频共振响应进行了研究.采用高阶边界元方法解决边界值问题,应用混合欧拉-拉格朗日方法和四阶龙格库塔法模拟结构物与波浪的相互作用,引入虚拟函数法耦合求解波浪载荷与物体运动.计算了浮动驳船结构在规则波作用下的运动,并将数值结果与实验值进行了对比验证.当入射波浪的3倍频等于物体横摇方向固有频率时,物体横摇运动发生的高频共振现象,并分析了其影响因素.基于完全非线性数值波浪水槽模型探究了高频共振响应现象的发生机理,为今后海洋工程结构物的高频共振响应问题做有益探索. 相似文献
10.
通常在计算波浪与结构物相互作用时都采用规则波假定,例如Airy波和Stokes波,波高一般采用实测有效波高,这种方法认为所有的波浪能量都集中在一个波浪频率上,从而忽视了海洋波浪实际的宽谱特征使得计算出的结构物动态响应不具有代表性。该文阐述了新波浪理论(NewWave Theory)的基本概念,介绍了一种新型的极限入射波浪模型,该模型考虑了天然海浪的随机性、谱性和方向性。新建立的波浪模型不仅可以作为恶劣海域海工结构计算时最不利波浪力设计标准,而且可使系留船舶的全向二阶波浪力计算得到极大的简化,节省大量的时间成本。文中还阐述了新波浪理论模型引入到波浪与结构物相互作用水动力计算的方法和步骤。最后对一种萨哈林(Schiehallion)型FPSO在不同方向入射波作用下的平均漂流力进行了计算和讨论。 相似文献
11.
《船舶与海洋工程学报》2019,(3)
The probability distributions of wave characteristics from three groups of sampled ocean data with different significant wave heights have been analyzed using two transformation functions estimated by non-parametric and parametric methods. The marginal wave characteristic distribution and the joint density of wave properties have been calculated using the two transformations, with the results and accuracy of both transformations presented here. The two transformations deviate slightly between each other for the calculation of the crest and trough height marginal wave distributions, as well as the joint densities of wave amplitude with other wave properties. The transformation methods for the calculation of the wave crest and trough height distributions are shown to provide good agreement with real ocean data. Our work will help in the determination of the most appropriate transformation procedure for the prediction of extreme values. 相似文献
12.
This study performed experimental investigation on the dynamic response of an in-place floating offshore wind turbine (FOWT) under freak wave actions. Based on the method of wave profile modulation, various freak wave profiles embedded in unidirectional Gaussian seas were generated in wave basin and the action of these waves on the FOWT was measured and analyzed, which has not been done before. The motions of FOWT were analyzed in time domain as well as time-frequency domain. The effect of freak wave parameters on FOWT motions was addressed, i.e., freak wave height, freak wave period, large crest, and deep trough. The dynamic response of FOWT was observed as a spike at the occurrence of freak wave in a conventional random wave, where the impact of freak wave can last for 17 spectral peak periods of wave. Data analysis shows that the motions of FOWT increased linearly with the freak wave height. In addition, the occurrence of freak wave induced the coupled effect on surge and pith, which was strengthen with the increase of freak wave height and wave period. Compared to a large crest, a deep trough of freak wave led to stronger motions and was supposed to be a key concern on the safety of the FOWT. The novel findings in this study provided a reference for the design of survival load on a FOWT and benchmarks for validating numerical models. 相似文献
13.
This paper examines the influence of stability characteristics on roll motion in the main parametric resonance region. For this purpose, parametrically exited roll motion was modeled as a single degree of freedom system considering heave and pitch effects by means of time varying restoring moment. In addition, restoring moment variations in waves with respect to time and instantaneous roll angle was modeled analytically using the restoring moment curves for the wave crest and wave trough conditions. Roll responses were evaluated in frequency domain by solving the model with an averaging method. Notable correlation between the stability of roll responses and moment curves were observed. The results revealed that, the ratio of metacentric height (GM)between the wave trough and wave crest affects the stability of the trivial solution. Furthermore, the shape of the restoring moment curves in wave trough and wave crest conditions affects the stability of the non-trivial solution or, in other words, the pitchfork bifurcations. 相似文献
14.
15.
16.
在吉布提LNG厂址的设计过程中,由于当地可用水文资料缺乏,现场观测活动起步晚、持续时间短(仅1 a),无法满足多年重现期设计波浪要素推算的需求,给后续工作带来了较大的困难。以CCMP风场数据作为驱动,基于波作用量平衡方程建立印度洋大范围波浪数学模型、嵌套的亚丁湾中等范围模型及工程区小范围模型,在现场实测资料的基础上,结合同期的Jason卫星轨道资料对模型进行验证对比,模型验证结果良好。在此基础上,计算了1988—2017年的逐时波浪要素过程,并据此构建出年极值波浪序列,利用P-III型分布函数推算工程区深水处的各重现期波浪极值,结合不同水文条件计算得出工程区的设计波浪要素。 相似文献
17.
采用SWAN波浪模型对江苏南黄海地区1979~2018年共40 a的波况进行模拟及验证,将模拟结果与实测资料进行比对,吻合良好。百年重现波高分布通过基于年极值和月极值的广义极值分布函数(GEV)和超阈值取值方法(POT)的广义帕累托分布模型(GP)计算得出。计算结果表明,不同方法的计算结果在辐射沙洲北部地区差别最大,采用月极值所得重现波高偏小,采用年极值计算的重现波高在辐射沙洲南北外围地区最大,其余地区则以POT方法为大值。在分别采用不同数据长度计算重现波高的试验中得出,取月极值的GEV分布计算结果对时间跨度的改变不敏感,而取年极值受之影响最大,POT方法介于两者之间。 相似文献
18.