大尺度涡旋的正压不稳定

用极坐标中线性化的正压涡度方程，将大尺度圆形基流上扰动的稳定性问题化为广义特征值的问题，得到了扰动振幅增长率沿方位角方向波数的关系。然后以不稳定模态的扰动流函数场作为初始场，在强、弱两类圆形基流的条件下，用直角坐标中准地转正压模式，分别实施积分时间为６０ｈ的试验。结果在模式大气中，初始扰动均随时间而增幅；强圆形基流的扰动增幅更快，并形成与台风螺旋云系看似有些相近的结构。     

堆积层滑坡临滑预报的新判据

研究表明，仅用速率大小作为滑坡的临滑判剧是不充分的。笔者在分析新滩堆积层滑坡位移矢量角动态特征的基础上，提出了堆积层滑坡临滑预报的新判据。     

云南天文台太阳光谱望远镜加Stokes光电偏振分析器的考虑

云南天文台太阳光谱望远镜是无偏振对称光路系统,经过重新装调望远镜空间分辨率在１”以内,光谱上的空间分辨率在１”～２”,跟踪精度在５ 分钟内１”,以上光学参数达到可以加装Ｓｔｏｋｅｓ 偏振分析器,用于参加２３ 周太阳峰年矢量磁场的光谱轮廓研究     

基于Python的空间矢量数据与超链接文件一致性的检查和自动化处理

在外业数据采集过程中,拍摄现势性照片作为内业判读依据或者成果样本。在ArcGIS中通过超链接工具将空间矢量数据与超链接文件进行关联。而在实际情况中,内业根据作业和质量要求需要删除部分照片和照片空间矢量数据,通常两者是不对应的。本文提出了一种基于Python的空间矢量数据与超链接文件一致性的检查和自动化处理算法,以及生成统计信息报表,实现空间矢量要素点与关联文件数量和属性信息的统一,大大提高了筛查的效率,消除手工筛选的工作量。在北京市核心区室外公共空间无障碍设施采集、录入项目中得以验证,并可广泛应用于地理国情普查与监测、国土调查等普查类工作。     

GPS基线向量网方差和协方差分量的MINQUE估计

本文应用最小范数二次无偏估计(MINQUE)理论,研究了GPS基线向量网在椭球面上进行三维平差时的方差和协方差分量的估计问题。从理论上提出了方差—协方差模型的选取原则。并从实践中总结出了同时估计基线之长度、方位、高差的固定方差分量和比例方差分量的交替估计方法。通过大量的实例计算和分析,证明这一方法是有效的。     

一个简单的热带有限区资料四维同化方案

根据广州区域气象中心热带有限区数值天气预报的条件和特点,设计了一个简单可行的四维同化方案,并通过模式平行试验,详细地分析了该方案对分析和预报的改进情况,表明该方案可以得到一个较为平衡而又与模式大气状态近于协调一致的分析场,大大缩短了模式的Spin—up时间和减小了积分初期模式调整的幅度,从而改进了预报结果。这种改进在资料稀疏区比资料密集区要大得多。通过四维同化,模式的高度场预报、风场预报、质量场及总动能在积分过程中的演变等都得到了令人满意的改进。通过在同化过程中区别对待20°N以南的资料稀疏区及其以北的资料密集区,进一步使模式降水预报得到显著的改进。     

Evaluation of the parameters affecting the roughness coefficient of sewer pipes with rigid and loose boundary conditions via kernel based approaches

One of the important issues in water transport and sewer systems is determining the flow resistance and roughness coefficient.An accurate estimation of the roughness coefficient is a substantial issue in the design and operation of hydraulic structures such as sewer pipes,the calculation of water depth and flow velocity,and the accurate characterization of energy losses.The current study,applies two kernel based approaches [Support Vector Machine(SVM) and Gaussian Process Regression(GPR)] to develop roughness coefficient models for sewer pipes.In the modeling process,two types of sewer bed conditions were considered:loose bed and rigid bed.In order to develop the models,different input combinations were considered under three scenarios(Scenario 1:based on hydraulic characteristics,Scenarios2 and 3:based on hydraulic and sediment characteristics with and without considering sediment concentration as input).The results proved the capability of the kernel based approaches in prediction of the roughness coefficient and it was found that for prediction of this parameter in sewer pipes Scenario 3 performed better than Scenarios 1 and 2.Also,the sensitivity analysis results showed that Dgr(Dimensionless particle number) for a rigid bed and w_b/y(ratio of deposited bed width,w_b,to flow depth,y) for a loose bed had the most significant impact on the modeling process.     

一种地物点云数据栅格化分类新方法

激光技术的不断发展对利用点云数据进行地物分类的方法提出了更高的要求。基于此提出了一种结合遥感领域地物分类特点,利用地物反射率的不同来实现地物分类的方法。该方法首先提取数据的反射率信息,然后将其作为栅格化后的属性值,最后利用监督分类、非监督分类和支持向量机分类方法对栅格化后的栅格影像进行地物分类。通过实验表明,支持向量机方法在保持较高训练和分类速度的同时还具有较高的分类精度,总精度和Kappa系数达到了88.69%和0.86,为点云数据分类提供了一种新的途径。     

Constituents and features of displacement vector angle of colluvial landslide

Based on an analysis of displacement-monitoring data of Xintan landslide, China, it was discovered that the whole stability of large-scale colluvial landslides can be more accurately described by taking the displacement vector angle into account, and the stability trend of a slope can be evaluated and predicted using the displacement vector angle. This paper also further indicates that the monitored deformation vector angle can be divided into sliding deformation vector angle, plastic-deformation vector angle, compressive deformation vector angle and creep deformation vector angle in terms of the displacement properties of the slope. Through the analysis it is found that the displacement vector angle, for which there is no substitute, is an important parameter serving as an explicit criterion for the stability of the slope, and hence its significance in the prediction of landslides. It is also shown that as far as the displacement vector angle is concerned, there are different constituents and features in the different deformation stage of colluvial landslide. On the basis of these and using the principles of statistics, a discussion on the stability of the colluvial slopes is carried out in terms of the monitoring data of F-series points on Xintan slope. The analysis results coincided with the destabilized time and the sliding laws, thus demonstrating that the parameter of the displacement vector angle has to a certain extent, very important significance in the forecasting of landslides.