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1.
沿岸流非线性不稳定特征数值研究 总被引：1，自引：0，他引：1
当不稳定剪切波的波幅达到有限幅值之后,需要用非线性不稳定模型来分析沿岸流不稳定运动特征。本文通过建立并验证沿岸流非线性不稳定数学模型,在讨论该模型参数对沿岸流不稳定影响的基础上,率定实验中的模型参数并利用该数学模型模拟了实验中沿岸流不稳定的发展过程及其特征,主要结论有:（1）底摩擦系数越小,侧混系数越小,不稳定发生的时间越早,不稳定的波动幅值越大;（2）沿岸流非线性不稳定演化可能出现的5个阶段（线性阶段、倍周期阶段、大周期阶段、波群阶段以及不规则阶段）,实验中出现的沿岸流通常处于线性阶段或非线性倍周期阶段,倍周期阶段的涡旋是由线性阶段的涡旋发生追赶、配对直至合并产生的。涡旋配对以碰撞的形式发生,大部分能量转移至追踪波,然后以较慢的涡旋速度沿岸传播。 相似文献
2.
A laboratory experiment on alongshore currents is conducted for two plane beaches with slopes 1:40 and 1:100 to investigate the instability of alongshore currents.The dye release experiment is also performed synchronously in surf zone.Complicated and strongly unstable motions of alongshore currents are observed in the experiment.To examine the spatial and temporal variations of the shear instabilities of longshore clearly,dye batches are released in surf zone.The deformation of the dye patch is observed efficiently and effectively with charge coupled device(CCD) system.Some essential characteristics of the shear instability are validated from the results of image analyses of the temporal variation of the dye patch.The influences of alongshore currents,Stokes drift,large-scale vorticity and the shear instabilities on the transport of dye are analyzed using the collected images.The spatial structure of the instabilities of longshore currents is studied by analyzing collected images of the dye patch.And the phase velocity of the meandering movements is obtained through measuring the movement distances of the oscillations of dye patch in alongshore direction with time.The results suggest that the propagation speed of the shear instability is approximately 50%-75% of maximum of mean alongshore currents for irregular and regular waves.The calculated propagation speed using a linear instability analysis theory is compared with the experimental results.The comparison shows agreements between them. 相似文献
3.
A laboratory experiment on alongshore currents was conducted for two plane beaches, with gradients 1:40 and 1:100, to investigate the instability of alongshore currents. Complicated and strongly unstable alongshore current motions were observed. In order to clearly examine the spatial and temporal variations of the shear instability of the currents, digital images from a charge-coupled device (CCD) recorded the deformations of dye batches released in the surf zone. Some essential characteristics of the shear instability were obtained from analyses of images showing the temporal variation of the dye patches.A high-resolution spectral analysis technique (the maximum entropy method, or MEM) was used to analyze the dominant frequency of the observed oscillation, along with the trigonometric regression method for determining the variations of the oscillation strength in the cross-shore direction. The propagation speed of the dye patch was obtained by tracking the movement over time of fixed locations in the dye patch, such as its peak, in the longshore direction. This data was then fitted linearly.Alongshore and cross-shore velocity time series acquired from sensors showed clearly that large-amplitude, long-period (about 50 s or 100 s) oscillations were present for all sensors deployed in the cross-shore direction under regular and irregular wave conditions. The analysis found that the maximum shear wave amplitude was approximately one-sixth of the maximum for the mean alongshore current, and occurred approximately at the position of the maximum of the mean alongshore current for irregular waves. The spatial structure of the shear waves was studied by analyzing collected images of the dye patches. The phase velocity of the meandering movements was obtained by measuring the magnitude of the oscillations of the dye patches in the alongshore direction with respect to time. The results suggest that the propagation speed of the shear instability was approximately one-half to three-quarters of the maximum mean longshore current for both regular and irregular waves.Linear instability analysis theory was applied to the characteristics of alongshore current instability, which suggested that there are two instability modes related to the observed oscillations: the frontshear mode observed for the 1:100 slope, and the backshear mode observed for the 1:40 slope. Theoretical analyses agreed with the experimental results in both cases. The velocity profile of the mean longshore current was found to affect the instability mode significantly, leading to further investigations on the influence of the velocity profiles and to provide support for the above conclusions. 相似文献
4.
Spar平台垂荡-纵摇耦合运动失稳机理 总被引：1，自引：0，他引：1
研究参数激励和强迫激励共同作用下Spar平台垂荡-纵摇耦合运动的失稳机理.考虑静稳性和排水体积的变化,推导平台的垂荡回复力和纵摇回复力矩表达式,建立规则波浪中平台垂荡-纵摇耦合的运动方程.以经典Spar平台为例,分析平台垂荡-纵摇耦合运动发生马休类型不稳定运动的条件以及平台运动失稳的形式,给出波高和波浪周期平面上平台因大幅运动失稳的参数域.结果表明,当波高相对较小时,波浪的临界周期接近于垂荡固有周期,平台失稳的形式为马休失稳;当波高相对较大时,波浪的临界周期远离垂荡固有周期,平台由于大幅摇摆运动而失稳. 相似文献
5.
本文运用简化的η坐标POM模式研究了东海黑潮锋面弯曲的产生与成长机制。主要考察了在给定的地形下,流核位置和流量变化对锋面演变的影响。当黑潮流核远离陆架时,因其锋区正好在陡的陆坡之上,斜压不稳定贡献减小,此时不论黑潮的流量强弱,其锋面都不会出现如观测所示的弯曲;当黑潮流核接近陆架时,因其锋区爬上陆架,斜压不稳定加强,小扰动能够充分发展并导致锋面弯曲,它的三维结构和观测的结果基本一致。平均波长约为250km,位相速度约为17km／d。扰动成长的主要机制是斜压不稳定,锋面弯曲的主要能源是平均有效位能。 相似文献
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7.
M. S. Rahman 《Marine Georesources & Geotechnology》2013,31(3-4):277-299
Abstract The instability of the seabed constitutes an important consideration in the planning and design of various offshore facilities. The stresses and the pore water pressure in the sediments, induced by the action of waves during a storm, may cause them to fail, leading to seabed instability. In this article the possible mechanism of such failures are discussed and the conditions necessary for them are formulated through simplified analyses. These provide the combinations of wave, site, and sediment parameters likely to cause instability, which may be used to identify potentially unstable sediments in a given offshore region during a storm. The numerical results are presented in convenient graphical form. Some illustrative field studies are also presented. 相似文献
8.
以地面影响系统为主要依据 ,使用天气动力学和统计学相结合的方法 ,将1 983～ 2 0 0 0年 6～ 8月青岛地区的 4 0次暴雨分为气旋、台风和冷锋 3种类型。根据预报经验 ,选取相应的预报因子 ,建立 0 -1权重回归方程 ,用于预报青岛地区未来 2 4 h的暴雨。对于台风暴雨 ,认为来自低纬度洋面的东南 (或西南 )低空急流是水汽、涡度的输送通道 ,它向台风提供了形成暴雨所需的水汽和能量 ,因此把它列为起始场条件。因子选取了代表水汽、位势不稳定、能量及冷空气活动的物理因子。统计得出 :台风类暴雨方程的预报准确率为 96%。用该方程对1 975年 6～ 8月进行试报 ,没有出现空漏报现象 ,效果较好 相似文献
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10.
基于非线性薛定谔方程推导出大啁啾脉冲的传输方程,利用微扰理论,分析了啁啾脉冲激光的时空不稳定性. 理论上比较清楚的阐述了宽带脉冲激光在大啁啾情况下,其时空噪声的相互影响与相互作用情况及脉冲啁啾对噪声微扰调制的影响,发现在相同γI0(非线性系数与峰值强度乘积)的情况下脉冲啁啾对噪声调制的增长没有直接影响. 最后我们在实验上利用非线性介质对啁啾脉冲的空间小尺度自聚焦过程进行了部分验证,同时也在数值上对宽带啁啾脉冲的时间噪声调制的增长进行了模拟分析,发现实验结果和模拟分析结论 相似文献
11.
现代黄河水下三角洲底坡的不稳定性 总被引：8，自引：3，他引：8
高分辨率声学系统在黄河口区记录到水下河道、埋藏沟谷、塌陷坑、陡缘洼地、滑块体、断层和浅层气等特征。水下三角洲可划分为浅水台地平整区、斜坡低隆起区、斜坡浅沟坑区、斜坡深沟坑区和斜坡前缘低角度平坦区五个底坡稳定性不同的微地貌单元。研究表明，水下三角洲的沉积－地貌格局受控于黄河汛期的巨量输沙、河口区的快速沉积和重力再搬运以及波浪和余环流因素。对影响底坡不稳定性的沉积物力学性质、自然地震和风暴潮因素也作了 相似文献
12.
Instability analysis of three-dimensional ocean shear waves 总被引：1，自引：0，他引：1
Qiao Fangli 《海洋学报(英文版)》1996,15(1):1-8
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13.
A series of experiments were conducted in a super-wave flume (300 m×5 m×5.2 m) to examine the low-frequency motion induced by waves with different incident steepness, sloping gradients and normalized frequency (sideband space). Two kinds of waves including initial uniform wave train and modulated wave train (one carrier with a pair of sidebands) are utilized for incident wave conditions. From the experimental results, it is found that for a given slope gradient the infra-gravity wave component decreases as wave nonlinearity increases and frequency downshift is a predominant factor. Furthermore, the magnitude of low-frequency component decreases with slope gradients for a given initial wave condition. In addition, the maximum value of low-frequency motion is found to be close to the normalized frequency, δ=1.0. 相似文献
14.
We identified a Kelvin-Helmholtz billow from vertical turbulence velocity and instantaneous heat flux signals obtained from
airfoil shear probes and thermistors mounted on a research submarine. The vertical turbulence velocity indicates that the
horizontal scale of the billow was about 3.5 m. The spectral slope of the vertical turbulence velocity component is close
to −2, revealing the flow is two-dimensional. We show a remarkable agreement between the length scales of the observed billow
and those computed from direct numerical simulations based on similar conditions.
This revised version was published online in August 2006 with corrections to the Cover Date. 相似文献
15.
黄河三角洲沉积体的工程不稳定性 总被引：18，自引：7，他引：18
对多年来黄河三角洲的调查资料分析表明，三角洲的不稳定性比较突出，对海洋工程设施危害极大，主要表现晨以下几个方面：①工程软弱层是三角洲不稳定的根本因素，是形成海底刺穿、大型海底滑坡等灾害体的基础，尤其是极端条件下触发软弱层流动，所产生的大型海底滑坡带来的灾害是巨大的；②水下斜坡是三角洲上主要的工程不稳定区；③海底冲刷和年内的动力高速在海底形成的活动层对海底铺设的管线和海岸大坝构成危害；④应高度重视三 相似文献
16.
讨论Goupilaud层模型的反演算法的数值不稳定性问题、误差传播及其同入射波形的关系，提出了一种不稳定性控制方法。通过对实际实验数据的数值计算表明：该方法可以使任意波形反演算法的稳定性得以明显改善，避免了至今任意波形反演算对实际信号不可直接运行的难题，实现了任意入射波形的实时反演。 相似文献
17.
This paper studies negative bias temperature instability (NBTI) under alternant and alternating current (AC) stress. Under alternant stress, the degradation smaller than that of single negative stress is obtained. The smaller degradation is resulted from the recovery of positive stress. There are two reasons for the recovery. One is the passivation of H dangling bonds, and another is the detrapping of charges trapped in the oxide. Under different frequencies of AC stress, the parameters all show regular degradation, and also smaller than that of the direct current stress. The higher the frequency is, the smaller the degradation becomes. As the negative stress time is too small under higher frequency, the deeper defects are hard to be filled in. Therefore, the detrapping of oxide charges is easy to occur under positive bias and the degradation is smaller with higher frequency. 相似文献
18.
日本南部黑潮路径变异对北太平洋地区的气候和环境具有显著的影响,对黑潮路径变异的研究具有重要的意义。本文利用POM(Princeton Ocean Model)数值模式模拟了日本南部黑潮的路径变异情况,分析了黑潮大弯曲路径形成的可能机制。研究结果表明,当黑潮处于非大弯曲路径时,相对位势涡度的平均值呈现递减趋势,说明日本南部低位势涡度水在不断积累,这样会使得四国再循环流的强度增强,迫使黑潮保持平直路径,同时,近岸黑潮垂直流速剪切增大,斜压不稳定性的作用也逐渐增大;当黑潮从非大弯曲路径向大弯曲路径过渡时,再循环流强度的减弱会导致黑潮的流速剪切减小。根据海表高度异常场以及海洋上层流场信息发现,近岸黑潮附近的气旋涡会随着再循环流区域反气旋涡的东侧向南运动,最终导致黑潮大弯曲的发生。分析涡流的能量,结果显示,黑潮大弯曲路径的形成与斜压不稳定性密切相关。 相似文献
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