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在理论和实验上研究了光学参量振荡中产生的弱压缩真空场的光子统计行为. 弱压缩真空具有强烈的光子聚束效应,这种比热光场更强的聚束效应在量子光学和量子测量中具有重要的应用. 利用远离阈值的光学参量振荡(optical parametric oscillator, OPO )过程,在实验上产生了该弱压缩真空输出,运转波长在铯原子线附近. 通过Hanbury-Brown-Twiss(HBT)测量了OPO输出光场的二阶关联函数,实验结果与理论分析基本一致. 相似文献
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基于VOF模型的OWC气室波浪场数值分析 总被引：1，自引：0，他引：1
近年来,振荡水柱形式在波能转换装置中得到了广泛应用,由于波况不同,需对气室加以研究并对其形状参量进行优化,从而使空气流速和能量转换达到最大值.利用基于VOF模型建立二维数值波浪水槽,将数值计算的振荡水柱在气室内的升沉运动与物理模型试验进行比较,验证其正确性,并将OWC气室的研究手段予以推广. 相似文献
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基于AQWA数值模拟软件,对影响波能发电装置动力特性的各参数进行了敏感性分析,提出关键参量用于优化设计。结合海域环境条件,构建结构动力特性优化目标,计算影响结构动力特性关键参量的临界值,并对结构进行优化检验。研究表明:影响结构动力特性的关键参量为张力锚缆刚度,增大张力锚缆刚度,避开共振区,结构运动参数减小显著。该研究结果可为振荡浮子式波能发电装置系泊系统优化设计提供参考。 相似文献
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总结破碎波近年来的研究状况，从理论上对计算破碎波发生率进行分析。并利用先进的实验设备和良好的现场条件，从实验研究出发，在研究波浪破碎过程及其与环境参量的关系中，对破碎波发生率进行实际测量。利用不同的破碎波判据对破碎波发生率进行了计算、比较和分析，结果指出；利用不同的破碎波判据计算的破碎波发生率相差很大，甚至相差３～４倍。 相似文献
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基于非静压单相流模型NHWAVE,设计不同的计算工况,系统研究了规则波与非规则波作用下,非淹没刚性植物的消波特性。将计算结果和实验数据进行对比分析,验证了非静压模型NHWAVE计算植物消波特性的准确性。进一步研究了波高、周期和水深等因素对植物消波特性的影响,探讨了植物消波特性与这些水动力因素的内在联系。结果表明:非淹没刚性植物的消波效率受波高和周期的影响较大,水深对消波效率的影响很小。由于波浪非线性的影响,基于线性波理论的消波理论模型对植物消波能力的估计偏小。 相似文献
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采用计算流体动力学分析(CFD)技术研究离岸式振荡水柱波能转换装置的设计参数优化问题。首先,借助FLUENT软件用户自定义函数功能(UDF)并运用动边界造波及多孔介质消波方法建立基于线性波浪理论的二维数值波浪水槽,然后,将水槽的分析方法应用于振荡水柱气室仿真研究。结果表明:离岸式振荡水柱气室在发生共振时转换效率最高,气室内液面升降幅度随着波能转换装置的前墙入水深度、厚度以及气室宽度的减小而产生较明显的增大;相对于前墙尺寸,气室宽度对波能转换装置的能量转换功率影响较大。 相似文献
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实验室中椭圆余弦波的产生 总被引：1，自引：0，他引：1
波浪从深水传入浅水后,波面形状发生了变化,波峰变陡,波谷变平,呈现出非线性波的特征,当波长与水深之比大于8时,这种波形用椭圆余弦波来描述是比较合适的.目前,非线性浅水波对近岸建筑物的作用已引起许多学者的兴趣,开展了这方面的研究,如椭圆余弦波对墩柱的作用力.因此,实验研究浅水波对建筑物的作用是必不可少的手段之一,这就提出了如何在实验室中产生波高较大、非线性较强的波浪.人们在实验中早就发现,在波浪槽中产生浅水非线性波是十分困难的.按正弦曲线运动的推板产生的波面有明显的次峰,而且作者还注意到,若波高大于0.45倍水深,产生的波浪不稳定或破碎.造成这些问题的原因之一是推板运动速度与水质点运动速度不一致. 相似文献
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提出了一种阵列式同步带传动波浪能振荡浮子转换方式发电装置,研制内容包括:将齿条传动改为同步带传动;对单个振荡浮子采用2套同步带和2个超越离合器组合,实现振荡浮子上下运行双向做功;设计了振荡浮子导向机构;采用桁架结构将8个水槽8个振荡浮子组成的8套能量转换装置连接成为一个整体;通过8个动力输出轴的串联,将动力叠加传递给一个发电机;将能量输出点采用逐级加载方式,串联叠加输出功率;对理论设计运行特性与实测运行特性进行比较分析;对该波浪能转换装置运行进行考核;结果证明由多个水槽组成的造波装置可行,用同步带传动振荡浮子波浪能转换装置可行。通过机械串联将多个独立能量转换装置输出动力合成发电,增加了动力平稳性;该项研究为进一步进行实海况振荡浮子波浪能发电提供了相关数据、参考实物和宝贵的经验。 相似文献
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三维极限波的产生方法及特性 总被引：11，自引：2，他引：9
极限破碎波浪是造成海洋结构物破坏的主要因素之一,对极限波浪的产生方法和特性进行研究具有重要的工程意义.利用长波传播快、短波传播慢的原理,从理论上给出了产生三维极限波的方法,利用基于Boussinesq方程的数值模拟对该方法进行了验证,同时研究了中心频率、频率宽度和频谱形式等对极限波浪特性的影响,为该方法的进一步应用提出了建议. 相似文献
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以西北太平洋一次"双台风"共同影响下的台风浪为例,针对模式中风摄入和白帽耗散、底摩擦、波破碎、波-波非线性相互作用等海浪物理过程对台风浪预报的影响进行了敏感性试验分析。在此基础上,基于各物理过程最优参数化方案探讨了耦合模式和单独海浪模式的海浪预报性能,分析了耦合模式的海浪预报场分布特征。结果表明:不同海浪物理过程参数化对于波高预报的准确性是有所差异的。在相对最优的海浪各参数化方案组合下,无论耦合模式还是单独海浪模式都能较好地反映波高的变化和分布趋势。相比而言,耦合模式对于台风浪大值区的浪高预报要比单独海浪模式的更接近观测,且可以很好地刻画出双台风影响下浪的分布演变特征,对于西太平洋台风浪的预报具有很好的适用性。 相似文献
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The altimeter radar backscatter cross-section is known to be related to the ocean surface wave mean square slope statistics, linked to the mean surface acceleration variance according to the surface wave dispersion relationship. Since altimeter measurements also provide significant wave height estimates, the precedent reasoning was used to derive empirical altimeter wave period models by combining both significant wave height and radar backscatter cross-section measurements. This article follows such attempts to propose new algorithms to derive an altimeter mean wave period parameter using neural networks method. Two versions depending on the required inputs are presented. The first one makes use of Ku-band measurements only as done in previous studies, and the second one exploits the dual-frequency capability of modern altimeters to better account for local environmental conditions. Comparison with in situ measurements show high correlations which give confidence in the derived altimeter wave period parameter. It is further shown that improved mean wave characteristics can be obtained at global and local scales by using an objective interpolation scheme to handle relatively coarse altimeter sampling and that TOPEX/Poseidon and Jason-1 altimeters can be merged to provide altimeter mean wave period fields with a better resolution. Finally, altimeter mean wave period estimates are compared with the WaveWatch-III numerical wave model to illustrate their usefulness for wave models tuning and validation. 相似文献
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Calibration/Validation of an Altimeter Wave Period Model and Application to TOPEX/Poseidon and Jason-1 Altimeters 总被引：1，自引：0，他引：1
The altimeter radar backscatter cross-section is known to be related to the ocean surface wave mean square slope statistics, linked to the mean surface acceleration variance according to the surface wave dispersion relationship. Since altimeter measurements also provide significant wave height estimates, the precedent reasoning was used to derive empirical altimeter wave period models by combining both significant wave height and radar backscatter cross-section measurements. This article follows such attempts to propose new algorithms to derive an altimeter mean wave period parameter using neural networks method. Two versions depending on the required inputs are presented. The first one makes use of Ku-band measurements only as done in previous studies, and the second one exploits the dual-frequency capability of modern altimeters to better account for local environmental conditions. Comparison with in situ measurements show high correlations which give confidence in the derived altimeter wave period parameter. It is further shown that improved mean wave characteristics can be obtained at global and local scales by using an objective interpolation scheme to handle relatively coarse altimeter sampling and that TOPEX/Poseidon and Jason-1 altimeters can be merged to provide altimeter mean wave period fields with a better resolution. Finally, altimeter mean wave period estimates are compared with the WaveWatch-III numerical wave model to illustrate their usefulness for wave models tuning and validation. 相似文献
16.
The experimental investigation of unidirectional random wave slamming on the three-dimensional structure in the splash zone is presented. The experiment is conducted in the marine environment channel in the State Key Laboratory of Coastal and Offshore Engineering, Dalian University of Technology. The test wave is unidirectional irregular wave. The experiments are carried out with perpendicular random waves (β=0°) and oblique random waves (β=15°, 30°, 45°), the significant wave heights H1/3 ranging from 7.5 to 20 cm with 2.5 cm increment, the peak wave periods Tp ranging from 0.75 to 2.0 s with 0.25 s increment, and the clearance of the model with respect to the significant wave height s/H1/3 ranging from 0.0 to 0.5 with 0.1 increment. The statistical analysis results of different test cases are presented. The statistical distribution characteristics of the perpendicular irregular wave impact pressures are compared with that of the oblique irregular wave on the underside of the structure. The effect of the wave direction β on the wave impact forces on the underside of the structure is determined. The relation between the impact forces and the parameters such as the significant wave height, the relative structure width and the relative clearance of the structure is also discussed. 相似文献
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真实的海洋波浪是随机的,而前人对海床的动态响应分析大都是选用线性波或者Stokes波理论,对海床的模拟大都采用Biot拟静力模型,忽略了流体速度及土体位移加速度的影响。联合使用Longuet-Higgins随机波模型(采用Jonswap谱)以及动力u-p形式的海床响应计算模型,使用COMSOL Multiphysics多场耦合软件的PDE模块输入方程进行有限元计算,得到随机波作用下整体海床动态响应结果。将随机波结果与一阶Stokes波和椭圆余弦波结果进行对比,并对渗透系数和饱和度进行参数分析,研究表明渗透系数和饱和度对于随机波作用下海床动态响应影响显著。 相似文献
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为了解极端波浪非线性特征,明确波群在演化过程中的水动力学特性,针对一系列高斯波群进行了深水物理试验分析。试验结果显示,增加波陡或波群宽度,均可使波面偏度Sk发生明显变化,尤其当波浪发生破碎后,在破碎区域内,波面偏度变化范围剧烈增大,说明该偏度极大值可能作为判断破碎的一个指标。波陡和波群宽度对波面不对称度影响程度不同:当波陡或波群宽度增加后,波峰不对称度所受影响最大,波峰前端波谷不对称度次之,波峰后端波谷不对称度所受影响最小,但仍不可忽略。在波浪演化过程中,幅值谱出现不同程度频带下移,波浪破碎后,会出现永久频带下移;当调制不稳定发生时,随着调制不稳定指数增加,频带下移量呈现快速增长趋势。 相似文献
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Influence of non-linearities on the limits of stability of ships rolling in head seas 总被引：3，自引：0，他引：3
The present paper describes an investigation on parametric resonance in head seas in which a new third-order coupled mathematical model is considered. The restored modes of heave, roll and pitch are contemplated. The discussion is illustrated for the case of a transom stern fishing vessel at different speeds. It is pointed out that numerical simulations employing the new model are successfully compared to experimental results previously obtained for the vessel.Considering that analyticity is an important tool when handling complex stability issues, some theoretical dynamic characteristics of the equations are discussed. By means of the analysis of the coupled linear variational equation derived from an extended third-order model, the appearance of super-harmonics and increased rigidity proportional to wave amplitude squared due to third-order terms is demonstrated.In the present paper, an important tool is explored, that is the analysis of the limits of stability obtained from the new model. Limits of stability are a well-known and practical way of looking into the problem of parametric resonance. New limits of stability are derived and compared to the more conventional Strut diagram. Dynamic characteristics associated with the new limits of stability are discussed. The influence of different parameters is investigated, including vessel speed, damping and tuning. Consistent and revealing results are obtained through the analysis of the new limits of stability for different speeds and damping. 相似文献
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黄渤海海域波浪时空变化特征分析 总被引：1，自引：0，他引：1
本文利用欧洲中期预报中心(ECMWF)第五代再分析数据集(ECMWF Reanalysis v5 ERA5,ERA5),对中国黄渤海海域2000-2019年的波浪进行了统计分析。得到如下的结论：1.黄渤海海区波浪具有明显的季节性,渤海区域有效波高呈现出周边小,中间大的特点;黄海海域有效波高Hs呈现由南向北降低的趋势;研究区域冬季有效波高均值大于其他季节。2.平均周期T的季节分布类似于有效波高的季节均值分布。渤海仅秋冬季T的均值存在大于4s的区域;黄海海域T的季节分布也呈现由南向北递减的趋势,其中长江口外海区域秋冬季T的季节均值可达6s。3.有效波高距平场EOF分解结果显示,第一模态表明了波浪变化具有明显的季节性特征;第二模态反映了季风的季节转换对有效波高的影响;第三模态代表的可能是地形的变化对有效波高变化的影响。4．代表点统计结果显示：整个渤海地区的常浪向为 NNE~NE,强浪向以 NE和 NNE 为主;黄海海域的常浪向为SSE-SE向,强浪向以 N和 SSE 为主。 相似文献