河口海岸三维双σ坐标斜压水流数值模型研究

在海底地形陡变、垂向密度分层明显的水域,三维σ坐标模式中会出现一种"伪"水平斜压梯度力,并会引起"伪"密度流,以至于影响模拟的精度。垂向上引入双σ坐标变换,建立河口海岸水域三维斜压水流数值模型。数值试验结果表明,在海底地形陡变水域,双σ坐标模式可以减小水平斜压梯度力处理引起的误差。     

南海sCHIsM 模式不同垂向坐标研究

基于 sCHIsM 模式建立南海三维流场模式,进行了设置 g 坐标 、sZ 坐标与局地 g 坐标的数值模拟研究。结果表明, 在不加同化条件下, 垂向坐标对南海斜压环流和海温模拟有比较明显的影响, 在越南外海尤为显著, g 坐标和局地 g 坐标能 够较好地模拟出越南外海的涡旋, sZ 坐标对涡旋的模拟效果比较差, 局地 g 坐标对海温的模拟效果最好, 而 g 坐标对海温 的模拟结果最差。总体而言, 局地 g 坐标可以兼顾南海斜压环流和海温模拟的要求。     

海岸河口潮流数值模拟的研究与进展

对海岸河口地区潮流场的数值模拟方法进行了较为系统的归纳总结和评述,对潮流数值模拟的发展趋势进行了分析.     

河口海岸二维悬沙数学模型挟沙力公式修正及应用

在河口海岸二维悬沙数学模型中,半潮或全潮平均的潮流挟沙能力并不能完全反映其逐时的实际情况,为此进行了分析研究。研究结果表明:1)应用半潮或全潮平均的潮流挟沙力公式进行悬沙数值模拟时,应引入一个修正系数;2)该修正系数与公式中的指数成反比,与相对水深成正比,且与相位角也存在一定联系;3)该修正系数理论正确、实用方便、验证成果良好,实例计算表明能够较好地复演天然悬沙场分布。     

河口最大浑浊带形成的动力模式和数值试验

应用改进的ECOM模式,耦合泥沙输运模型,研究理想河口最大浑浊带形成的动力机制。河口最大浑浊带位于滞流点处,上下游余流均向该处输运泥沙,造成该处泥沙汇合,而由流场辐合产生的上升流又使该处的泥沙不易落淤。南岸(河口东向)的泥沙浓度比北岸高,最大浑浊带位于南岸,这是由于盐水入侵带来的高盐水位于北岸的底层,其斜压效应使底层的环流由北向南流动,把底层高浓度的泥沙向南岸平流,聚集于南岸底层。除上游河流泥沙来源外,强大的涨落潮流冲刷床面,使沉降于床面的泥沙再次悬浮,成为余流输运泥沙的来源之一。     

半分析模型在近岸及河口水体透明度反演应用研究

Secchi depth(SD, m) is a direct and intuitive measure of water's transparency, which is also an indicator of water quality. In 2015, a semi-analytical model was developed to derive SD from remote sensing reflectance, thus able to provide maps of water's transparency in satellite images. Here an in-situ dataset(338 stations) is used to evaluate its potential ability to monitor water quality in the coastal and estuarine waters, with measurements covering the Zhujiang(Pearl) River Estuary, the Yellow Sea and the East China Sea where measured SD values span a range of 0.2–21.0 m. As a preliminary validation result, according to the whole dataset, the unbiased percent difference(UPD) between estimated and measured SD is 23.3%(N=338, R~2=0.89), with about 60% of stations in the dataset having relative difference(RD)≤20%, over 80% of stations having RD≤40%. Furthermore, by excluding the field data which with relatively larger uncertainties, the semi-analytical model yielded the UPD of 17.7%(N=132,R~2=0.92) with SD range of 0.2–11.0 m. In addition, the semi-analytical model was applied to Landsat-8 images in the Zhujiang River Estuary, and retrieved high-quality mapping and reliable spatial-temporal patterns of water clarity. Taking into account the uncertainties associated with both field measurements and satellite data processing, and that there were no tuning of the semi-analytical model for these regions, these findings indicate highly robust retrieval of SD from spectral techniques for such turbid coastal and estuarine waters. The results suggest it is now possible to routinely monitor coastal water transparency or visibility at high-spatial resolutions from measurements, like Landsat-8 and Sentinel-2 and newly launched Gaofen-5.     

Numerical study on residual current and its impact on mass transport in the Hangzhou Bay and the Changjiang Estuary I. A3-D joint model of the Hangzhou Bay and the Changjiang Estuary

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A new hybrid vertical coordinate ocean model and its application in the simulation of the Changjiang diluted water

Based on the analysis of the advantages and disadvantages of some vertical coordinates applied in the calculation of the Changjiang diluted water(CDW),a new hybrid vertical coordinate is designed,which uses σ coordinate for current and σ-z coordinate for salinity.To combine the current and salinity,the Eulerian-Lagrangian method is used for the salinity calculation,and the baroclinic pressure gradient(BPG) is calculated on the salinity sited layers.The new hybrid vertical coordinate is introduced to the widely used model of POM(Princeton Ocean Model) to make a new model of POM-σ-z.The BPG calculations of an ideal case show that POM-σ-z model brings smaller error than POM model does.The simulations of CDW also show that POM-σ-z model is better than POM model on simulating the salinity and its front.     

基于紊流随机理论的航槽三维流动数学模型

根据窦国仁的紊流随机理论，建立了一种模拟河口海岸水域中航槽三维流动的数学模型。采用控制体积法导出三维偏微分方程的离散格式；将水压力分解为动水压力和静水压力，用Patankar和Spalding提出的压力校正法求解动水压力，通过求解水位控制方程来得到自由表面；紊流模型采用安国仁提出的紊流随机理论，克服了k—ε模型中采用各向同性紊动粘滞系数的不足，而k—ε模型可作为紊流随机理论的一个特例。该模型计算了各种不同挖深比，各种航槽与水流交角的航槽流速分布，利用该模型计算得到的挖槽中的流速分布与水槽及水池试验资料相吻合。利用该模型可为开敞水域中开挖航槽的选择提供依据。     

A 3-D model based on Navier–Stokes equations for regular and irregular water wave propagation

A spatial fixed σ-coordinate is used to transform the Navier–Stokes equations from the sea bed to the still water level. In the fixed σ-coordinate system only a very small number of vertical grid points are required for the numerical model. The time step for using the spatial fixed σ-coordinate is efficiently larger than that of using a time dependent σ-coordinate, as there is substantial truncation error involved in the time dependent σ-coordinate transformation. There is no need to carry out the σ-coordinate transformation at each time step, which can reduce computational times. It is important that wave breaking can be potentially modeled in the fixed σ-coordinate system, but in a time-dependent σ-coordinate system the wave breaking cannot be modeled. A projection method is used to separate advection and diffusion terms from the pressure terms in Navier–Stokes equations. The pressure variable is further separated into hydrostatic and hydrodynamic pressures so that the computer rounding errors can be largely avoided. In order to reduce computational time of solving the hydrodynamic pressure equation, at every time step the initial pressure is extrapolated in time domain using computed pressures from previous time steps, and then corrected in spatial domain using a multigrid method. For each time step, only a few of iterations (typically six iterations) are required for solving the pressure equation. The model is tested against available experimental data for regular and irregular waves and good agreement between calculation results and the measured data has been achieved.     

海洋三维温盐流数值模拟研究的有关进展和问题

就海洋三维温盐流数值模拟使用的海洋模式和数据同化方法、在中尺度数值预报和再分析中的应用,以及所需支撑条件三方面,简述了国内外研究有关进展和问题。表述了开展大范围分辨中尺度乃至次中尺度涡的高分辨率海洋三维温盐流数值模拟正在研究的有关问题,扼要说明提供相匹配的高性能计算机模拟平台的必要性。初步探讨制约该研究快速发展的有关问题。