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.     

GPS/GLONASS定位系统融合的坐标转换研究

GPS和GLONASS卫星定位系统分别采用WGS-84和PZ-90坐标系。为统一两种卫星定位成果,欧、美、俄于20世纪90年代各自求出两坐标系之间的转换参数。目前三种参数尚未统一,对GPS/GLONASS联合定位造成较大影响。本文针对国外介绍PZ-90和WGS-84坐标系相互转换时常用的转换模型及三种不同转换参数进行比较分析。分别选用地面GPS参考站坐标和GLONASS卫星轨道坐标,用三种坐标转换参数进行转换,对转换结果差异及其对单点定位和相对定位精度造成的影响进行全面分析比较,得出一些有益结论。     

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.     

吉林大阳岔寒武系-奥陶系界线层型候选剖面再描述

吉林大阳岔剖面是目前国际寒武系-奥陶系界线工作组(ICOBWG)所确认的全球唯一的寒武系-奥陶系界线层型候选剖面。运用坐标系统对大阳岔界线剖面进行重新测量、详细描述Cambrooistodus 带至 Cordylodus lindstromi 带45.9m 厚的地层序列,将不同学者在大阳岔剖面所采用的样品采集系统相应地标在新的坐标剖面上,以统一它们在新坐标剖面上的坐标位,置点。新的坐标剖面将为国际寒武系-奥陶系界线工作组在确定全球界线层型剖面和点位(GSSP)时提供一个共同的参照标准。     

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...     

��ά�ռ����ά�ռ��߲���ת����������·���

????????????δ?????????????????????????????????·?????????????????????????????????????????????????????????÷?Χ???ó?????:????γ??????Χ??С??8???,??x??y???????????????1 cm??????????侫???????γ??(?????γ??)??Χ????С??????????     

�߲���ת���в���֮��������

?????????????????????WGS84?????????????????????????????????????????????????????????????????????????????????????????????????????????????С??Χ???????????????????????????????????????????????????????????Ч???     

����ο���ܵ�ʵ�ֺ�ά��

??ITRF??WGS84??ο?????????????ο???????????????????????????????????Щ?????????????? ????????,??????°汾ITRF2005??????????     

2000国家大地坐标系椭球参数与GRS 80和WGS 84的比较

根据2000国家大地坐标系(CGCS 2000)的定义及其所定义的4个基本椭球常数,推导CGCS 2000椭球的主要几何和物理参数,比较这些参数与GRS 80和WGS 84椭球相应参数之间的差异,给出CGCS 2000椭球与GRS 80及WGS 84椭球定义的正常重力值的差异,并分析在CGCS 2000及WGS 84系下同一点坐标的差异.研究表明:CGCS 2000椭球上的正常重力值与GRS 80,WGS 84椭球上的正常重力值的差值分别约为-143.54×10-8m/s2和0.02×10-8m/s2.同一点在CGCS 2000与GRS 80和WGS 84下经度相同,纬度的最大差值分别为8.26×10-11"(相当于2.5×10-6 mm)和3.6×10-6"(相当于0.11 mm).     

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。