GNSS电磁环境信息管理技术研究

随着我国北斗系统的建成和投入使用,全球卫星导航系统(GNSS)受电磁环境影响的问题也日益凸显。详细调研分析了国外在此领域已经开展的各项工作,国内在此领域已经具备的基础条件,提出了我国的GNSS电磁环境信息管理技术方法,并以此为基础编写完成了初步的演示验证软件。     

美国内政部四轮战略规划的发展趋势及特点分析

美国内政部的战略规划是该部施政纲领的集中体现。四轮战略规划的目标从2003年强调资源保护、利用与休闲娱乐的平衡,到2007年增加全球经济、环境、政治和其他因素对内政部战略规划的影响,直至2014年强调资源的娱乐、人文观赏价值,并重视培养下一代的管理责任。内政部战略定位逐渐清晰。资源保护、经济发展、休闲娱乐的相对关系发生变化,从强调三者平衡到强调资源的休闲、文化等景观价值。     

建设工程基础验线与竣工规划测量的研究

基础验线与竣工规划测量是城市规划管理的重要环节,其成果是规划过程监督管理与竣工验收审核的重要依据。无锡市自2012年1月1日起正式实施建设工程基础验线与竣工规划测量工作。本文介绍了无锡市建设工程基础验线与竣工规划测量的作业依据与资料准备、工作内容及提交的成果,并结合工程实例对成果进行分析,为今后工作提供参考。     

基于DLM和DCM的一体化模型发展

数字景观模型(DLM,Digital Landscape Model)和数字制图模型(DCM,Digital Cartographic Model)是GIS和地图学中的重要数据模型,二者的混合模型一直是地理信息行业研究的热点。本文基于DLM与DCM的区别,并结合国内外学者的观点,阐述了地理信息与地图一体化模型在生产实践中的重要作用。     

甚长基线干涉测量天线参考点和轴线偏差监测方法探讨

高精度监测VLBI天线参考点和轴线偏差等参数,对提高VLBI台站坐标测定精度及天测、测地VLBI资料解析精度等具有重要意义.常规监测方式占用望远镜工作时间,监测效率低,所得参数精度较差.文章提出通过参数化VLBI天线的旋转运动建立天线固连合作目标在局域网中坐标数学模型的方法,有望实现全天候、全自动监测;考察了代表性数学模型,在观测方程构建、解算参数设置和约束条件选取等方面提出了新的见解.最后通过仿真分析,验证了对方程与参数所做调整的有效性,初步结论可供参考.     

面向道路网络地图示意化的线形简化方法

针对当前示意网络地图线形状简化方法中存在需要人工干预或地图认知度低的问题,本文提出自动化程度高并能保证良好地图认知的线形状简化方法.该方法通过合理设定线形状简化中所需的阈值以避免人工干预,提高了线形状简化过程的自动化程度,并通过在简化过程中应用平滑算法,以减少示意结果中线对象在方向上的转折数,从而提高了简化度和清晰度.试验表明该方法不仅可以生成清晰的示意结果,并且能够保证良好的地图认知度.     

市级基础测绘规划编制研究

编制市级基础测绘规划是《中华人民共和国测绘法》的要求,也是市级基础测绘科学发展的客观需要。本文围绕市级基础测绘工作的主要内容,对市级基础测绘规划编制的背景、原则、现状、面临的形势、主要任务和保障措施等方面进行了研究。     

电子专题地图多尺度表达的相关问题及策略

结合电子专题地图多尺度表达方面存在的问题,分析了电子专题地图多尺度表达的内涵,提出了电子专题地图多尺度表达的解决策略。从不同类型专题地图地理要素的自动选取,底图数据的综合及可视化,专题数据的综合及可视化以及底图要素和专题要素的相互关系处理四个方面对解决策略进行了阐述。     

利用NOAA-AVHRR数据分析1982-2001年间中国植被的动态变化

The authors derived the normalized difference vegetation index (NDVI) from the NOAA/AVHRR Land dataset, at a spatial resolution of 8km and 15-day intervals, to investigate the vegetation variations in China during the period from 1982 to 2001. Then, GIS is used to examine the relationship between precipitation and the Normalized Difference Vegetation Index (NDVI) in China, and the value of NDVI is taken as a tool for drought monitoring. The results showed that in the study period, China’s vegetation cover h...     

The determination of potential difference by the joint application of measured and synthetical gravity data: a case study in Hungary

In an elementary approach every geometrical height difference between the staff points of a levelling line should have a corresponding average g value for the determination of potential difference in the Earth’s gravity field. In practice this condition requires as many gravity data as the number of staff points if linear variation of g is assumed between them. Because of the expensive fieldwork, the necessary data should be supplied from different sources. This study proposes an alternative solution, which is proved at a test bed located in the Mecsek Mountains, Southwest Hungary, where a detailed gravity survey, as dense as the staff point density (~1 point/34 m), is available along a 4.3-km-long levelling line. In the first part of the paper the effect of point density of gravity data on the accuracy of potential difference is investigated. The average g value is simply derived from two neighbouring g measurements along the levelling line, which are incrementally decimated in the consecutive turns of processing. The results show that the error of the potential difference between the endpoints of the line exceeds 0.1 mm in terms of length unit if the sampling distance is greater than 2 km. Thereafter, a suitable method for the densification of the decimated g measurements is provided. It is based on forward gravity modelling utilising a high-resolution digital terrain model, the normal gravity and the complete Bouguer anomalies. The test shows that the error is only in the order of 10⁻³mm even if the sampling distance of g measurements is 4 km. As a component of the error sources of levelling, the ambiguity of the levelled height difference which is the Euclidean distance between the inclined equipotential surfaces is also investigated. Although its effect accumulated along the test line is almost zero, it reaches 0.15 mm in a 1-km-long intermediate section of the line.