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In considering the vertical heat transport problems in the upper ocean, the flat upper boundary approximation for the free
surface and the horizontal homogenous hypothesis are usually applied. However, due to the existence of the wave motion, the
application of this approximation may result in some errors to the solar irradiation since it decays quickly in respect to
the actual thickness of the water layer below the surface; on the other hand, due to the fluctuation of the water layer depth,
it is improper to neglect the effects of the horizontal advection and turbulent diffusion since they also contribute to the
vertical heat transport. A new model is constructed in this study to reflect these effects. The corresponding numerical simulations
show that the wave motion may remarkably accelerate the vertical heat transferring process and the variation of the temperature
in the wave affected layer appears in an oscillating manner.
Supported by the National High Technology Research and Development Program of China (863 Program, No. 2006AA09A309); China
Postdoctoral Science Foundation (No. 20070411111) and the Fund of Shandong Province for the Excellent Post-Doctors (No. 200603056) 相似文献
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Evaluation of the simulation capability of the Wavewatch Ⅲ model for Pacific Ocean wave 总被引：1，自引：0，他引：1
Wave climate analysis and other applications for the Pacific Ocean require a reliable wave hindcast. Five source and sink term packages in the Wavewatch III model(v3.14 and v4.18) are compared and assessed in this study through comprehensive observations, including altimeter significant wave height, advanced synthetic aperture radar swell, and buoy wave parameters and spectrum. In addition to the evaluation of typically used integral parameters, the spectra partitioning method contributes to the detailed wave system and wave maturity validation. The modified performance evaluation method(PS) effectively reduces attribute numbers and facilitates the overall assessment. To avoid possible misleading results in the root mean square error-based validations, another indicator called HH(indicating the two authors) is also calculated to guarantee the consistency of the results. The widely used Tolman and Chalikov(TC) package is still generally efficient in determining the integral properties of wave spectra but is physically deficient in explaining the dissipation processes. The ST4 package performs well in overall wave parameters and significantly improves the accuracy of wave systems in the open ocean. Meanwhile, the newly published ST6 package is slightly better in determining swell energy variations. The two packages(ACC350 and BJA) obtained from Wavewatch III v3.14 exhibit large scatters at different sea states. The three most ideal packages are further examined in terms of reproducing waveinduced momentum flux from the perspective of transport. Stokes transport analysis indicates that ST4 is the closest to the NDBC-buoy-spectrum-based transport values, and TC and ST6 tend to overestimate and underestimate the transport magnitude, respectively, in swell mixed areas. This difference must be considered,particularly in air–wave–current coupling research and upper ocean analysis. The assessment results provide guidance for the selection of ST4 for use in a background Pacific Ocean hindcast for high wave climate research and China Sea swell type analysis. 相似文献
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本文采用波浪订正的Ekman模型,研究分析了三种Stokes漂流近似公式(单波公式、e指数公式、Phillips谱近似公式)对海洋表层流场估算的影响。海表总流场由海表面高度(SSH)数据计算的地转流和海浪模式WAVEWATCH Ⅲ输出结果计算的非地转流组成,并采用拉格朗日浮标观测数据对计算结果进行了验证。研究表明,随着Stokes漂流近似公式精度的提高,其计算的拉格朗日流速更接近于谱积分公式的计算结果,更贴近拉格朗日浮标观测数据。与谱积分公式计算的海表拉格朗日流速相比,单波公式的平均相对偏差为0.0834,e指数公式的平均相对偏差为0.0392,Phillips谱近似公式的平均相对偏差为0.0101,说明Phillips谱近似公式在不同风速下均能对谱积分公式有良好的近似效果。在低风速条件下,由Stokes漂流近似公式精度引起的海洋表层流场估算误差可以忽略不计,但随着风速增加,由近似公式精度引起的偏差逐渐变大,此时应该选择Phillips谱近似公式计算Stokes漂流,来减小误差。 相似文献
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Waves generated by vertical seafloor movements are simulated by use of a fully nonlinear two-dimensional numerical wave tank. In the souree region, the seafloor lifts to a designated height by a generation function. The numerical tests show that the linear theory is only valid for estimating the wave behaviors induced by the seafloor movements with a small amplitude, and the fully nonlinear numerical model should be adopted in the simulation of the wave generation by the large amplitude seafloor movements. Without the background surface waves, many numerical tests on the stable maximum elevations η0^max are carried out by beth the linear theory and the fully nonlinear model. The results of two models are compared and analyzed. For the fully nonlinear model, the influences of the amplitudes and the horizontal lengths on η^max are stronger than that of the characteristic duration times. Furthermore, results reveal that there are significant differences be- tween the linear theory and the fully nonlinear model. When the influences of the background surface waves are considered, the corresponding numerical analyses reveal that with the fully nonlinear model the η0^max near-linearly varies with the wave amplitudes of the surface waves, and the η0^max has significant dependences on the wave lengths and the wave phases of the surface waves. In addition, the differences between the linear theory and the fully nonlinear model are still obvious, and these differences are significantly affected by the wave parameters of the background surface waves, such as the wave amplitude, the wave length and the wave phase. 相似文献
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Fractional energy losses of waves due to wave breaking when passing over a submerged bar are studied systematically using a modified numerical code that is based on the high-order Boussinesq-type equations.The model is first tested by the additional experimental data,and the model's capability of simulating the wave transformation over both gentle slope and steep slope is demonstrated.Then,the model's breaking index is replaced and tested.The new breaking index,which is optimized from the several breaking i... 相似文献
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A non-hydrostatic, Boussinesq, and three-dimensional large eddy simulation(LES) model was used to study the impact of the Earth's rotation on turbulence and the redistribution of energy in turbulence kinetic energy(TKE) budget. A set of numerical simulations was conducted,(1) with and without rotation,(2) at different latitudes(10°N, 30°N, 45°N, 60°N, and 80°N),(3) with wave breaking and with Langmuir circulation, and(4) under different wind speeds(5, 10, 20, and 30 m/s). The results show that eddy viscosity decreases when rotation is included, indicating that rotation weakens the turbulence strength. The TKE budget become tight with rotation and the effects of rotation grow with latitude. However, rotation become less important under Langmuir circulation since the transport term is strong in the vertical direction. Finally, simulations were conducted based on field data from the Boundary Layer and Air-Sea Transfer Low Wind(CBLAST-Low) experiment. The results, although more complex, are consistent with the results obtained from earlier simulations using ideal numerical conditions. 相似文献
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计算孤立小桩柱上随机波浪力的一个线性化的Morison公式 总被引：2，自引：0，他引：2
本文在线性波理论下，从计算孤立小桩柱上随机波浪力的Ｍｏｒｉｓｏｎ公式出发，通过对波浪力的概率密度的推导和分析，提出了一个新的线性化的Ｍｏｒｉｓｏｎ公嵤健８霉接胍言诠こ躺瞎惴菏褂玫模拢铮颍纾恚幔睿保梗叮纺晏岢龅南咝曰模停铮颍椋螅铮罟綅在对阻力的线性化上略有不同，由这个公式计算的小桩柱上的阻力是按Ｂｏｒｇｍａｎ线嵭曰模停铮颍椋螅铮罟浇屑扑闼媒峁模保埃副叮凑飧鲂碌南咝曰模停铮颍椋螅铮顛公式计算的随机波浪力的方差与直接利用Ｍｏｒｉｓｏｎ公式进行计算的结果是完全相同嵉模闹懈龅睦砺鄯治龊褪导扑憬峁砻鳎旱弊枇ο灾保晌颐翘岢龅募埃拢铮颍纾恚幔罡龅南咝曰模停铮颍椋螅铮罟降玫降男∽闲±刍怕氏碌乃婊ɡ藣力，均比直接由Ｍｏｒｉｓｏｎ公式进行计算得到的结果偏小，但按我们给出的线牲化的崳停铮颍椋螅铮罟降玫降慕峁劝矗拢铮颍纾恚幔畹南咝曰模停铮颍椋螅铮罟降玫降慕峁鼚接近于直接由Ｍｏｒｉｓｏｎ公式给出的结果。 相似文献