Baroclinic Buoyancy-Inertia Joint Stability Parameter

At present, the barotropic buoyant stability parameter has been derived from a vertical virtual displacement of a water parcel. The barotropic inertial stability parameter in the eccentrically cyclogeostrophic, basic current field was derived in 2003 from a horizontal cross-stream virtual displacement of a parcel. By expressing acceleration of a parcel due to a virtual displacement, which is arbitrarily sloping within a vertical section across the basic current, in terms of natural coordinates, we derived the vertical component of baroclinic buoyant stability parameter B ₂ ², the horizontal component of baroclinic inertial stability parameter I ₂ ², the baroclinic joint stability parameter J ², its buoyant component B ² and its inertial component I ². B ² is far greater than I ₂ ², and when neglecting relative vorticity except for vertical shear, a downward convex curve of J ² plotted against the slope of a virtual displacement follows a trend of B ² curve. If a parcel displaces along a horizontal surface or an isopycnal surface, however, B ² vanishes, and J ² becomes equal to I ². Actual parcel is apt to displace not only along the bottom slope, but also along the sea surface and an isopycnal interfacial surface, which is approximately equivalent to an isentropic surface, preferred by lateral mixing and exchange of momentum. Such actual displacement makes B ² vanishing, and grants I ² an important role. The present analysis of I ² examining effects due to curvature and horizontal and vertical shear vorticities are useful in deepening our understanding of baroclinic instability in actual oceanic streams.     

Inertial and hydrodynamic inertial loads on floating units

The analysis of the dynamic behavior of floating units usually employs a coordinate system with origin in the unit's center of gravity, which significantly simplifies the global mass matrix. Hydrodynamic coefficients are then computed considering the same coordinate system. However, to analyze other conditions of mass distribution and maintain the simplicity of a global mass matrix, it is necessary to determine again the hydrodynamic coefficients, thereby reducing the efficiency of the entire process. Another important point is that the geometries frequently used in floating units are such that the cross-terms of an added mass are relatively unimportant when compared with the main terms, and it is, therefore, common to use only some of them to analyze the unit's dynamic behavior. Recently, however, in the search for production systems suitable for water depths greater than 3000 m, other geometries have been considered in technical and economic feasibility studies. It is possible that for these new geometries all terms of the added mass matrix must be included in the analysis. This paper presents the full development used to determine the complete global mass matrix, the inertial and hydrodynamic inertial loads that make use of the added mass matrices considering any coordinate system and the six degrees of freedom, including all cross-terms.     

Estimating the geostrophic velocity obtained by HF radar observations in the upstream area of the Kuroshio

A method to extract geostrophic current in the daily mean HF radar data in the Kuroshio upstream region is established by comparison with geostrophic velocity determined from the along-track altimetry data. The estimated Ekman current in the HF velocity is 1.2% (1.5%) and 48° (38°)-clockwise rotated with respect to the daily mean wind in (outside) the Kuroshio. Furthermore, additional temporal smoothing is found necessary to remove residual ageostrophic currents such as the inertial oscillation. After removal of the ageostrophic components, the HF geostrophic velocity agrees well with that from the altimetry data with rms difference 0.14 (0.12) m/s in (outside) the Kuroshio.     

重力辅助惯性导航中重力归算的垂直梯度计算

重力辅助惯性导航技术是利用地球物理特征信息数据—重力来完成水下运动载体的辅助导航与定位。为了实现水下运动载体上重力传感器输出的实测重力信息与重力数据库中存储的重力信息之间的匹配,首先必须将这两类数据归算到一个平面。本文研究分析了重力归算中重力垂直梯度求解的各种方法;探讨了不同数值积分区域对扰动重力垂直梯度精度的影响;并通过计算分析,提出了可以直接以重力异常垂直梯度代替扰动重力垂直梯度来求取重力垂直梯度。     

空间数据库辅助设计系统的探析与实现

地理信息标准化是很漫长的道路,在实践中常常由于规范性的缺乏而带来很多问题.本文试从提高数据字典的通用性、灵活性和可维护性角度出发,提出了通用基础地理信息数据字典系统的概念,并从规范数据生产过程的角度出发,产生了建立一套全新独立的、由向导生成的数据字典建库方案流程的思路.最后根据以上思路研制开发了空间数据库辅助设计系统.     

基于ICCP算法的重力辅助惯性导航

迭代最近等值线算法(ICCP)是一种重要的匹配导航算法,文中首先介绍ICCP算法的基本原理,随后在0.2′×0.2′重力异常数据库的基础上,利用ICCP算法进行仿真计算得到最佳匹配位置。最后为了验证匹配位置是否可用于修正惯导误差,提出将匹配位置误差作为观测量,用卡尔曼滤波对惯导系统误差进行最优估计。由最后的仿真结果可以看出,ICCP算法可有效抑制惯导纬度误差的增长,且最大纬度误差不超过2,′以匹配位置误差作为观测量可以用来估计惯导方位误差角。     

惯性／双星组合导航系统的滤波与仿真

介绍了惯性导航系统和双星导航系统各自的运行方式和优缺点；详细推导了组合导航系统的误差方程和量测方程；介绍了Kalman滤波的整个过程并最后进行了仿真计算。仿真结果显示，惯性导航系统和双星导航系统的组合弥补了各自的不足，具有较好的精度和可靠性。     

上海市防汛辅助决策系统研究

针对威胁上海的三大水灾，研制暴雨积水模型、风暴潮模型、河网水力模型、灾害评估模型，在GIS基础上建立了上海市防汛辅助决策系统，实现了对处于平原感潮河网的上海市洪涝灾害的实时监测、分析预报、风险评估和网上发布。为分析洪涝形势、制定防汛成灾方案、进行灾情评估以及工程管理，提供准确、及时、全面的信息支持。阐述了系统的总体设计、功能模块、关键技术和特色，分析了GIS、水动力学模型在系统中的作用。     

平面散点集Delaunay三角剖分的一种高效方法

以平面散点集逐点插入的Delaunay三角化的方法为基础，在三角化过程中采用一定策略，将其改进成为一种简单易行而高效的方法，能够适应包括多岛、多连通域等复杂情况的各种边界，能够生成贴体的三角网，网格能够保证符合Delaunay法则。     

水下无源导航系统仿真匹配算法研究

针对水下无源导航(地形辅助导航)系统的特点，充分利用各种海洋地理特征传感器获取信息，进行数据预处理、算法分析、性能评估，然后进行智能数据融合，进而完成水下无源导航系统模块化的仿真设计，为水下无源导航系统的进一步研究提供可行的方法和技术。仿真结果表明，采用水下地形匹配辅助导航，能够有效地修正惯导误差达到设计要求，为真实海洋环境下的精确导航提供可靠的技术依据。