基于Lucene的测绘资料信息管理系统的设计与实现

针对水利水电工程测量项目中测绘资料应用与管理的矛盾,基于Lucene全文检索引擎,利用Preparators插件技术,开发了更新方便、查询简单、管理便捷、性能高效的测绘资料信息管理系统,有效实现了测绘资料从采集处理到查询管理整个流程的制度化和智能化。     

GPS网数据处理几个问题

本文指出在GPS网平差中有关精度评定、权的确定以及坐标转换所产生的控制点间隙等存在问题，供研究讨论。     

A new method for indentifying the model error of adjustment system

Some theory problems affecting parameter estimation are discussed in this paper. Influence and transformation between errors of stochastic and functional models is pointed out as well. For choosing the best adjustment model, a formula, which is different from the literatures existing methods, for estimating and identifying the model error, is proposed. On the basis of the proposed formula, an effective approach of selecting the best model of adjustment system is given.     

Geostatistical approaches to refinement of digital elevation data

Data refinement refers to the processes by which a dataset’s resolution, in particular, the spatial one, is refined, and is thus synonymous to spatial downscaling. Spatial resolution indicates measurement scale and can be seen as an index for regular data support. As a type of change of scale, data refinement is useful for many scenarios where spatial scales of existing data, desired analyses, or specific applications need to be made commensurate and refined. As spatial data are related to certain data support, they can be conceived of as support-specific realizations of random fields, suggesting that multivariate geostatistics should be explored for refining datasets from their coarser-resolution versions to the finer-resolution ones. In this paper, geostatistical methods for downscaling are described, and were implemented using GTOPO30 data and sampled Shuttle Radar Topography Mission data at a site in northwest China, with the latter’s majority grid cells used as surrogate reference data. It was found that proper structural modeling is important for achieving increased accuracy in data refinement; here, structural modeling can be done through proper decomposition of elevation fields into trends and residuals and thereafter. It was confirmed that effects of semantic differences on data refinement can be reduced through properly estimating and incorporating biases in local means.     

客运专线轨检小车测量控制系统研究与开发

针对国内某轨检小车研发项目,采用模块化的程序设计集成开发环境Microsoft Visual Studio.NET,开发出了一套功能完善的高速铁路轨道检测控制系统。该系统以高速铁路精密定轨测量原理方法为基础,采用模块化的程序设计思路,实现了轨道检测数据的自动采集、自动记录、自动数据分析和平差处理、成果显示和自动检核等功能。工程应用实践表明,该检测系统运行稳定可靠,检测精度高,具有一定的实用性和推广价值。     

帕累托分析在测绘项目质量管理中的应用

帕累托法则在人类社会生活中的影响已世人皆知,但在测绘项目质量管理上的应用很少有人探究.本文将帕累托质量分析方法引入到测绘项目中,论述了其对质量管理的指导作用,并取得了良好的效果,证明了帕累托分析方法在测绘项目质量管理中的应用价值.     

Double vagueness: uncertainty in multi-scale fuzzy assignment of duneness

In the automation of identification of landscape features the vagueness arises from the fact that the attributes and parameters that make up a landscape vary over space and scale. In most of existing studies, these two kinds of vagueness are studied separately. This paper investigates their combination in identification of coast landscape units. Fuzzy set theory is used to describe the vagueness of geomorphic features due to the continuity in space. The vagueness resulted from the scale of measurement is evaluated by statistic indicators. The differences of fuzzy objects derived from data at differing resolutions (in size from 3×3 cells to 25×25 cells) are studied in order to examine these higher-order uncertainties.     

基于矩谐分析的航空重力向下延拓

提出基于矩谐分析的航空重力向下延拓方法,以重力扰动作为基本观测值,给出基于矩谐分析的向下延拓模型和算法。利用EGM2008重力位模型设计模拟数值试验,对比研究矩谐分析、直接法和基于广义岭估计的逆泊松积分法,分别采用这3种方法将飞行高度处含高斯白噪声的2.5′×2.5′重力扰动向下延拓至大地水准面,与真实值作外部检验。数值比较结果表明:矩谐分析在延拓精度、稳定性和边界效应等方面都要优于直接法和基于广义岭估计的逆泊松积分法,能取得良好的向下延拓效果。     

多基准点和基准方向的面阵与线阵影像匹配方法

针对面阵影像与线阵影像之间存在的尺度、旋转等几何差异所导致的难以高效获得稳定可靠匹配点问题,该文提出了一种稳健的面阵影像与线阵影像匹配方法。算法分为3个阶段:(1)对影像进行尺度、旋转预处理,消除影像间的尺度和旋转差异;(2)用Harris算子提取特征点,进行逐层金字塔匹配,在最底层影像上进行最小二乘匹配获取精匹配点,利用随机抽样一致算法获取准确性较高的匹配点;(3)对准确性较高的匹配点分区,构建4块匹配区域,根据每块区域的匹配点计算重心,以此4块区域的重心作为匹配基准点和基准方向,重约束初始匹配结果。通过多组面阵影像与线阵影像数据实验结果,验证了该方法的可行性和有效性,可为后续空中三角测量及相关应用提供可靠的匹配点。     

中国大陆GNSS连续站观测噪声的时空分布

为了全面分析我国大陆及其周边GNSS连续站噪声的空间分布规律,该文基于陆态网络260个GNSS连续站和周边区域10个IGS站的观测数据,利用GAMIT/GLOBK软件进行解算,得到各站的坐标值及其N、E、U 3分量误差值,制定筛选标准,依据该标准剔除质量差的测站,剔除异常值;利用Matlab软件,按照东向(E分量)、北向(N分量)、垂向(U分量)3个方向进行拟合,并提取各测站单日解的最大误差值出现的年积日,绘制其在我国大陆的空间分布图,得到中国大陆GNSS连续站最大单日误差值的时空分布特性图。发现大部分GNSS连续站单日最大误差值集中在夏季(7月居多)并分析了原因。