局部区域GPS网坐标转换的改进模型

GPS的应用经常涉及到坐标变换.用局部小区域的GPS网数据求解三维坐标转换模型(如布尔萨模型)的转换参数时,平移参数精度不高,病态问题较严重.提出了用坐标转换的改进模型,能有效提高平移参数的精度,在一定程度上解决了病态问题,在工程测量中有一定的实用价值.     

Investigating the propagation mechanism of unmodelled systematic errors on coordinate time series estimated using least squares

The propagation of unmodelled systematic errors into coordinate time series computed using least squares is investigated, to improve the understanding of unexplained signals and apparent noise in geodetic (especially GPS) coordinate time series. Such coordinate time series are invariably based on a functional model linearised using only zero and first-order terms of a (Taylor) series expansion about the approximate coordinates of the unknown point. The effect of such truncation errors is investigated through the derivation of a generalised systematic error model for the simple case of range observations from a single known reference point to a point which is assumed to be at rest by the least squares model but is in fact in motion. The systematic error function for a one pseudo-satellite two-dimensional case, designed to be as simple but as analogous to GPS positioning as possible, is quantified. It is shown that the combination of a moving reference point and unmodelled periodic displacement at the unknown point of interest, due to ocean tide loading, for example, results in an output coordinate time series containing many periodic terms when only zero and first-order expansion terms are used in the linearisation of the functional model. The amplitude, phase and period of these terms is dependent on the input amplitude, the locations of the unknown point and reference point, and the period of the reference point's motion. The dominant output signals that arise due to truncation errors match those found in coordinate time series obtained from both simulated data and real three-dimensional GPS data.     

基于速度场模型的区域CGCS2000坐标实时转换

从WGS84到CGCS2000的坐标转换,涉及坐标框架转换和历元转换两个问题.如何提高大区域坐标转换精度,是一直以来的研究热点,针对大区域坐标转换精度较低的问题,考虑历元转换,提出融合速度场改正信息的坐标转换方法.该方法对建立速度场改正模型进行了研究,分析比较了各模型的精度和可靠性,在此基础上选择一种模型用于实现CGC...     

CZCORS在像控测量中的应用

文章通过与现有方法的分析比较,阐述了利用CZCORS技术不仅可以满足像控点测量的精度要求,而且与常规方法具有较大的优越性,展示了CZCORS在航测中的广泛应用前景。     

TWO－DIMENSIONAL MATHEMATICAL MODEL FOR STUDYING EROSION AND SEDIMENTATION OF A WANDERING STRETCH IN THE LOWER YELLOW RIVER

ＴＷＯ－ＤＩＭＥＮＳＩＯＮＡＬＭＡＴＨＥＭＡＴＩＣＡＬＭＯＤＥＬＦＯＲＳＴＵＤＹＩＮＧＥＲＯＳＩＯＮＡＮＤＳＥＤＩＭＥＮＴＡＴＩＯＮＯＦＡＷＡＮＤＥＲＩＮＧＳＴＲＥＴＣＨＩＮＴＨＥＬＯＷＥＲＹＥＬＬＯＷＲＩＶＥＲ￥ＺＨＡＮＧＳｈｉｑｉｒ（Ｓｅｎｉｏｒ...     

不同大地坐标系大地坐标求解转换参数模型的应用和权阵的选取

本文介绍了布尔莎(L,B,H)公式求解转换参数模型的应用,重点是讨论权阵的选取。其结果表明,按最小二乘平差求转换参数时,必须使用相关权阵。     

基于ACAD的新型地图符号系统

分析了地图符号和ACAD的特点,设计一套比较完善的、开放的、可扩充的、易于调用且可变比例的地图符号系统NMSS。本文分地图骨架、点、线、面符、注记和曲线光滑6个方面介绍这一系统。     

WINDOWS95下图形编辑支撑功能的实现

图形编辑工具在地图数据库系统,地理信息系统和地理信息的自动综合系统的系统构成上一直是个非常重要的部分,文中着重讨论在ＷＩＮＤＯＷＳ９５下坐标变换,窗口缩放,图形漫等图形编辑的支撑功能的实现。     

关于新、旧北京1954坐标系统的转换与应用

国土部门在北京1954坐标系下,已完成大多数城镇的初始调查工作,并发放了相应的土地证等图件资料。而现在又需要在C级GPS网布设基础控制测量工作,这就产生了它们的坐标转换工作。这里举某市两种坐标转换和比较的实例,以供参考。     

浅谈利用GPS布设大型桥梁施工控制网

结合本公司实施的一个大桥施工控制网测量项目,详细介绍了利用GPS进行大型桥梁施工控制网布设的方法,从方案比选、选点埋石、坐标系和投影面选择、测量过程中的质量控制措施、控制网的复测与维护等方面做了较为详细的介绍。