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1.
海洋内波具有振幅大、流速强和周期短等特点,可对海上施工和水下作业安全造成严重威胁。南海北部陆坡海域是内孤立波和中尺度涡频发的海域之一,研究中尺度涡对内孤立波传播的影响对深入了解南海北部内孤立波在反气旋涡过境时的传播特征、提高该海域内波预报准确性具有重要意义。基于此,本文利用布放于南海北部东沙群岛西侧陆坡海域的潜标观测数据,针对2017年3月一个反气旋中尺度涡经过潜标站位的过程,探讨了中尺度涡对内孤立波传播的影响。结果表明:①受反气旋涡影响,内孤立波的平均振幅减小28.6%,其主要原因是中尺度涡导致等温线下压,进而对内孤立波的振幅产生抑制作用,其影响过程可用趋浅温跃层理论描述。②反气旋涡影响期间,内孤立波的平均波速由1.26 m/s增大到1.47 m/s,增幅约16.7%,反映了反气旋涡对内孤立波波速的强化作用,这种强化作用主要是由中尺度涡边缘流场引起背景流场变化所致,而中尺度涡引起的温盐场变化对内孤立波波速的影响相对较小。  相似文献   

2.
吕海滨  何宜军  申辉 《海洋通报》2013,32(3):251-255
由于大振幅非线性内波对东沙群岛附近的海上石油平台具有很大的破坏性,已有多名学者对该海域的非线性内波的 传播波速进行了研究。主要根据2009 年6 月24 日15 时40 分至25 日16 时40 分“科学一号”考察船在东沙岛东北部陆架 上K106 站进行的长达25 h的X波段雷达、温度链、ADCP 同步观测数据,在该海域利用Radon 变换技术获取了本次观测到 的内孤立波的传播速度。利用孤立波到达前30 min的ADCP流速值,计算得到内波传播方向上的背景流大小为0.04 m/s。最终 得出6月24 日22时30 分时的内孤立波传播速度为3.04 m/s,传播方向约为297毅;6 月25 日8 时30 分的内孤立波传播速度 为2.73 m/s,传播方向约为289毅;6 月25 日12 时内孤立波的传播速度为2.59 m/s,传播方向约为283毅。第一个孤立波与后 两个孤立波,在振幅和速度大小上存在明显不同,其生成机制也可能不同。  相似文献   

3.
为研究内孤立波的地形和背景流共振机制,用地形和背景流共振机制计算了3个潜标观测的内孤立波(不同模态、不同波长)的流速和传播速度,并与观测到的内孤立波进行比较。潜标观测的第一模态内孤立波(波长分别为6.4和3.3km)都是下凹型内孤立波,2个内孤立波的传播速度约为1.4m/s、最大振幅约为48m,水平流向结构都是上层西北向、下层东南向,波长3.3km 的内孤立波波峰前后有更明显的下降流和上升流。用共振机制计算出的第一模态和第二模态纬向流速的垂向结构与观测相同,最大纬向流速出现的深度与观测一致,分别相差5和12m。用共振机制计算出的内孤立波传播速度与用 KdV 方程计算的传播速度相当,共振机制计算波速为0.66~1.21m/s,KdV 方程计算波速为0.79~1.40m/s。  相似文献   

4.
利用垂向连续分层变系数EKdV模型,模拟了南海北部海域大振幅内孤立波的传播和裂变过程,并与观测数据进行比较。结果表明:连续分层变系数EKdV模型能够较好地反映振幅小于100m的内孤立波的振幅和波宽,对于更大振幅的强非线性内波,该模型模拟的振幅和波宽均较实测较小;非线性模态函数能够较准确地反映温度振荡的垂直结构,而水平流速的大小和垂直结构则与线性模态较符合。研究结果表明,变系数EKdV模型能够为研究和理解大振幅内孤立波的传播和裂变过程提供较好的理论支持。  相似文献   

5.
张涛  张旭东 《海洋与湖沼》2020,51(5):991-1000
苏禄海和苏拉威西海是内孤立波频发海域,本文基于2016年10月至2019年9月的中分辨率成像光谱仪(Moderate-resolution Imaging Spectroradiometer,MODIS)和可见光红外成像辐射计(Visible Infrared Imaging Radiometer,VIIRS)光学遥感数据开展了苏禄海和苏拉威西海的内孤立波特征分析研究。空间分布特征表明,苏禄群岛的西北部海域(118°—121°E, 6°—10°N)和苏拉威西海南部海域为内孤立波多发区域。苏拉威西海南部海域存在南向和西向交叉传播的内孤立波。苏禄海和苏拉威西海的内孤立波波峰线最长可达400—500km,主要集中在100—150km范围内。利用射线追踪法结合遥感图像分析表明,锡布图岛和锡穆努尔岛附近海域存在4个内波发生源,生成的内孤立波分别向苏禄海的西北方向和苏拉威海的东南方向传播。遥感观测表明苏拉威西海也存在自东向西传播的内孤立波,共有3个发生源,位于邦加岛与比亚罗岛附近海域。苏禄海的内孤立波主要向西北方向传播,其传播速度在2m/s左右。苏拉威西海自东向西传播的内孤立波的速度在3.1m/s左右,自北向南传播的内孤立波的速度为3.0m/s左右。  相似文献   

6.
现场观测和卫星遥感SAR图片均表明,台湾岛东北海域存在大量复杂的、无规则的内孤立波(列)。本文采用完全非线性非静力平衡的MITgcm模式,分别采用M2和K1分潮驱动,对该海域内孤立波的生成过程及其机制进行了二维数值模拟研究。研究揭示,该海域的内孤立波主要源于附近2个海槛处的潮地相互作用。正压潮流流经海脊时会激发内孤立波,潮流由退潮转换为涨潮时激发西向传播的内孤立波,由涨潮转换为退潮时则激发东向传播的内孤立波。通过对潮汐偏移及地形弗鲁德数的分析表明,内孤立波的产生机制是混合山后波机制。在海槛西侧,内孤立波在涨潮时向西传播,在落潮时受背景潮流的限制,西传速度明显减慢,甚至停滞;在海槛东侧,存在东传的第二模态内孤立波,并最终在向深海传播过程中逐渐消亡。本文设计了6个敏感性试验,以考察不同因子对内孤立波的生成和传播过程的影响。不同分潮驱动的数值实验表明,此区域的内孤立波主要是由半日分潮M2引起的,由于靠近全日分潮的临界纬度,单独的K1分潮不激发内孤立波。其他敏感性实验显示,海水层化对内孤立波的生成和传播有较大影响;科氏力对内孤立波的传播速度有一定的影响。  相似文献   

7.
安达曼海是内孤立波生成最多的海域之一,目前对其研究大多基于卫星遥感,缺乏基于现场观测资料的相关研究。本文通过2016年至2017年布放在安达曼海中部的锚系潜标对该海域内孤立波的方向和强度进行研究,结果表明在研究区域内孤立波主要向东北方向传播,最大振幅可达100 m。应用彻体力理论预测了研究海域内孤立波波源的分布,与遥感统计结果基本一致,并且波源位置更精确,可直观地给出不同波源激发内孤立波的能力。本文分别用浅水方程、深水方程和有限深方程对安达曼海中部内孤立波相速度进行模拟,结合卫星遥感分析发现该海域内孤立波的产生符合Lee波机制,在三种方程中有限深方程的模拟效果与潜标观测最相符。  相似文献   

8.
基于光学遥感的安达曼海内孤立波传播速度特性研究   总被引:2,自引:1,他引:1  
安达曼海内孤立波非常活跃且错综复杂,传播速度是内孤立波的重要特征参量,本文采用光学遥感手段建立了内孤立波传播速度的计算方法。收集并处理大量Terra/Aqua-MODIS遥感图像,利用两景图像追踪同一内孤立波与同一激发源产生的内孤立波波群两种方法定量研究安达曼海内孤立波传播速度。研究结果表明:安达曼海内孤立波传播速度在0.5~2.7 m/s之间,内孤立波传播方向主要受海底地形的影响,传播速度大小在传播过程中随水深变浅而呈减小的趋势,在深水区传播速度大小还呈现出季节性差异。  相似文献   

9.
根据在青岛附近海域开展的现场观测数据介绍了一种可能的新的第二模内孤立波的产生机制。温度链观测数据显示在2 h内孤立波特征由显著的第一模内孤立波变为了显著的第二模内孤立波。所观测到的第二模内孤立波的波面起伏和它的垂直结构同KdV(Korteweg-de Vries)方程的理论结果吻合良好,对应涨潮引起的内波非线性系数、频散系数以及Ursell数的变化和第二模内孤立波的产生相匹配。这些结果表明,所观测到的第二模内孤立波可能是由于涨潮导致的局地层结快速变化引起的。进一步分析表明,局地层结快速变化可能由潮汐推动黄海冷水团边缘锋面移动引起。  相似文献   

10.
基于弱二维的KP方程,并结合南中国海东沙群岛附近内孤立波的观测资料,模拟了内孤立波的波-波相互倌用0数值结果较好的反应了内孤立波的二维特征,同时体现两个内孤立波波-波相互作用的非线性特征,即两波相交处相速随振幅的增大而变大。相比于一维的KdV方程,KP在内孤立波的仿真反演方面具有更大的优势。  相似文献   

11.
This study investigates the behaviour of internal solitary waves crossing a continental slope in the presence of a seasonal thermocline. Comparisons are made between a fully non-linear computational fluid dynamics (CFD) model, and weakly non-linear theory. Previous observations suggested that the amplitudes of solitary waves are capped as they pass across the continental slope, which may be due to laminar dynamics, or due to the effect of turbulence. Across the continental slope, CFD and second order variable depth KdV (vEKdV) predictions agree well with observations of a limited change in solitary wave amplitude. First order variable depth KdV theory overpredicts the final amplitude significantly. In terms of the wave shape, the CFD modeled wave changes from a KdV shape in deep water towards an EkdV solution in shallow water, as observations suggest. The phase speed of the CFD and vEKdV waves are similar to that observed in waters of 400–500 m deep, but are slightly lower than observed in 140 m depth. CFD predictions using a standard k, turbulence model showed that turbulence had little effect on the amplitude. These preliminary results indicate that in this situation wave capping is due to laminar, large amplitude solitary wave dynamics and is independent of turbulent mixing.  相似文献   

12.
The form of Boussinesq equation derived by Nwogu (1993) using velocity at an arbitrary distance and surface elevation as variables is used to simulate wave surface elevation changes. In the numerical experiment, water depth was divided into five layers with six layer interfaces to simulate velocity at each layer interface. Besides, a physical experiment was carried out to validate numerical model and study solitary wave propagation.“Water column collapsing”method (WCCM) was used to generate solitary wave. A series of wave gauges around an impervious breakwater were set-up in the flume to measure the solitary wave shoaling, run-up, and breaking processes. The results show that the measured data and simulated data are in good agreement. Moreover, simulated and measured surface elevations were analyzed by the wavelet transform method. It shows that different wave frequencies stratified in the wavelet amplitude spectrum. Finally, horizontal and vertical velocities of each layer interface were analyzed in the process of solitary wave propagation through submerged breakwater.  相似文献   

13.
In this paper, by non-dimensional analysis, it is found that finite-depth theory is more appropriate to the study of internal solitary waves (ISWs) in the South China Sea (SCS) than shallow-water theory. The 1-degree grid data of monthly mean temperature and salinity data at standard levels in the SCS are used to solve the linearized vertical eigenvalue problem. The nonlinear parameter and the wave phase speed are computed, then the nonlinear phase speed and the characteristic half-width of ISWs are calculated respectively by two different theories to investigate the difference between these two parameters in the SCS. The nonlinearity is the strongest near the continental slope of the SCS or islands where the bottom topography changes sharply, it is stronger in summer than that in winter; it increases (decreases) as pycnocline depth deepens (shallows), stratification strengthens (weakens) and pycnocline thickness thins (thickens). The nonlinear wave phase speed and the characteristic half-width are the largest in deep sea area, they then reduce peripherally in shallower water. The nonlinear wave phase speed in the SCS changes slightly with time, but the characteristic half-width changes somewhat larger with time. In most of the SCS basin, the nonlinear wave phase speed derived from shallow-water theory is very close to that derived from finite-depth theory, but the characteristic half-width derived from shallow-water theory is about 0.2–0.6 times larger than that derived from finite-depth theory. The ISW induced horizontal current velocity derived from shallow-water theory is larger than that derived from finite-depth theory. Some observed and numerical modeled ISW characteristic half-widths are compared with those derived from shallow-water and finite-depth theories, respectively. It is shown that, the characteristic half-widths derived from finite-depth theory agree better with observational and numerical modeled results than those derived from shallow-water theory in most cases, finite-depth theory is more applicable to the estimation of ISW characteristic half-widths in the northern SCS. It is also suggested that, to derive the precise ISW parameters in further study, the physical non-dimensional ratios which are related with ISW characteristic half-width, amplitude, thermocline and water depths should be calculated, so that an appropriate theory can be chosen for estimation.  相似文献   

14.
An internal gravity wave model was employed to simulate the generation of internal solitary waves(ISWs) over a sill by tidal flows. A westward shoaling pycnocline parameterization scheme derived from a three-parameter model was adopted, and then 14 numerical experiments were designed to investigate the influence of the pycnocline thickness, density difference across the pycnocline, westward shoaling isopycnal slope angle and pycnocline depth on the ISWs. When the pycnocline thickness on both sides of the sill increases, the total barotropic kinetic energy, total baroclinic energy and ratio of baroclinic kinetic energy(KE) to available potential energy(APE) decrease, whilst the depth of isopycnal undergoing maximum displacement and ratio of baroclinic energy to barotropic energy increase. When the density difference on both sides of the sill decreases synchronously, the total barotropic kinetic energy, ratio of baroclinic energy to barotropic energy and total baroclinic energy decrease, whilst the depth of isopycnal undergoing maximum displacement increases. When the westward shoaling isopycnal slope angle increases, the total baroclinic energy increases whilst the depth of turning point almost remains unchanged. When the depth of westward shoaling pycnocline on both sides of the sill reduces, the ratio of baroclinic energy to barotropic energy and total baroclinic energy decrease, whilst the total barotropic kinetic energy and ratio of KE to APE increase. When one of the above four different influencing factors was increased by 10% while the other factors keep unchanged, the amplitude of the leading soliton in ISW Packet A was decreased by 2.80%, 7.47%, 3.21% and 6.42% respectively. The density difference across the pycnocline and the pycnocline depth are the two most important factors in affecting the characteristics and energetics of ISWs.  相似文献   

15.
内孤立波具有振幅尺度大、能量集中的特点,其引起流场和密度场的迅速变化可能对海洋工程结构物以及水下潜体造成严重威胁。因此研究不同造波条件下生成的内孤立波运动的流场特征具有重要的学术意义和实际应用价值。采用直接数值模拟方法和给定的初始密度场密度跃迁函数,对重力塌陷激发内孤立波的运动过程进行研究,探讨了不同造波条件下,激发产生的内孤立波波型、涡度、振幅和水平速度等流场特征。结果表明:(1)直接模拟数值方法能够模拟内孤立波传播过程中的密度界面波型反转现象;(2)从定性和定量的角度,证实了不稳定内孤立波传播过程中存在能量的向后传递;(3)对于相同的台阶深度(水闸两侧初始密度界面的高度差),初始涡流保持相同,但是随着上下层水深比的减小,其强度下降显著;(4)台阶深度对初始涡流的垂直结构的影响要大于上下层水深比,且台阶深度对内孤立波的振幅、水平速度的影响显著。  相似文献   

16.
Large Eddy Simulation for Wave Breaking in the Surf Zone   总被引:1,自引:0,他引:1  
In this paper, (he large eddy simulation method is used combined with the marker and cell method to study the wave propagation or shoaling and breaking process. As wave propagates into shallow water, the shoaling leads lo the increase of wave height, and then at a certain position, the wave will be breaking. The breaking wave is a powerful agent for generating turbulence, which plays an important role in most of the fluid dynamic processes throughout the surf zone, such as transformation of wave energy, generation of near-shore current and diffusion of materials. So a proper numerical model for describing the turbulence effect is needed. In this paper, a revised Smagorinsky subgrid-scale mode! is used to describe the turbulence effect. The present study reveals that the coefficient of the Smagorinsky model for wave propagation or breaking simulation may be taken as a varying function of the water depth and distance away from the wave breaking point. The large eddy simulation model presented in this pape  相似文献   

17.
漫长狭窄的马六甲海峡是重要的航道,研究该海峡内孤立波特征对潜艇、船只航行和海洋工程都是急需解决的问题。利用高空间分辨率的哨兵1号(Sentinel-1)和高分三号(GF-3)SAR遥感数据,对马六甲海峡的内孤立波特征开展了详细研究。利用哨兵一号2015年6月到2016年12月20景有内孤立波的SAR图像和高分三号2018年4月到2019年3月24景有内孤立波的SAR图像,统计分析了马六甲海峡海域的内孤立波空间分布特征。发现内孤立波多以内孤立波包以及单根内孤立波形式出现,内孤立波头波的波峰线最长可达39km。采用高阶非线性薛定谔方程反演模型可以计算出内孤立波的振幅与群速度,计算得到的内孤立波振幅和波包的传播群速度分别为4.7m ~ 23.9m和0.12m/s ~ 0.40m/s。由KdV方程得到的单根内孤立波的相速度为0.26m/s ~ 0.60m/s。可以得到,马六甲海峡内孤立波的振幅与传播速度与地形密切相关。  相似文献   

18.
A field program to measure acoustic propagation characteristics and physical oceanography was undertaken in April and May 2001 in the northern South China Sea. Fluctuating ocean properties were measured with 21 moorings in water of 350- to 71-m depth near the continental slope. The sea floor at the site is gradually sloped at depths less than 90 m, but the deeper area is steppy, having gradual slopes over large areas that are near critical for diurnal internal waves and steep steps between those areas that account for much of the depth change. Large-amplitude nonlinear internal gravity waves incident on the site from the east were observed to change amplitude, horizontal length scale, and energy when shoaling. Beginning as relatively narrow solitary waves of depression, these waves continued onto the shelf much broadened in horizontal scale, where they were trailed by numerous waves of elevation (alternatively described as oscillations) that first appeared in the continental slope region. Internal gravity waves of both diurnal and semidiurnal tidal frequencies (internal tides) were also observed to propagate into shallow water from deeper water, with the diurnal waves dominating. The internal tides were at times sufficiently nonlinear to break down into bores and groups of high-frequency nonlinear internal waves.  相似文献   

19.
In this paper, a modified dynamic coherent eddy model (DCEM) of large eddy simulation is applied to study internal solitary waves in a numerical flume. The model was verified by physical experiment and applied to investigate the potential influence factors on internal wave amplitude. In addition, we discussed the energy loss of internal solitary wave as well as hydrodynamics in the propagation. The results of our study show that (1) Step-depth is the most sensitive factor on wave amplitude for the “step-pool” internal wave generation method and the wave amplitudes obey a linear increase with step depth, and the increase rate is about 0.4. (2) Wave energy loss obeys a linear decrease with the propagation distance and its loss rate of large amplitude waves is smaller than that of small amplitude waves. (3) Loss of kinetic energy in wave valley is larger than that near the interface due to relative high fluctuating frequency. (4) Discovered boundary jet-flow can intensify the bottom shear, which might be one of the mechanisms of substance transportation, and the boundary layers of jet flows are easily influenced by the adjacent waves.  相似文献   

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