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引用本文:陶叶青,张生,杨娟. �˼���ظ����Ŀռ���ά����ϵͳת��[J]. 大地测量与地球动力学, 2013, 33(4): 96-99
作者姓名:陶叶青  张生  杨娟
作者单位:1. 宿州学院煤矿勘探工程技术研究中心,宿州234000;中国矿业大学环境与测绘学院,徐州221008
2. 宿州学院煤矿勘探工程技术研究中心,宿州,234000
基金项目:国家自然科学基金,安徽省煤矿勘探工程技术研究中心开题课题
摘    要:?????????????????????????????У????????????????????????????????????????????????????е????????????????????????????????????????????С?????????????????????й???????????????????С???????????????????????????????????????????????????????????????С?????TLS??????С?????LS??????????????????????????????????????????????????

关 键 词:????  ??????С????  ??С????  ?????????  ???-?????????  

3D SPACE COORDINATE SYSTEM TRANSFORMATION CONSIDERING GEODETIC ELEVATION ERROR
Tao Yeqing;Zhang Sheng;Yang Juan. 3D SPACE COORDINATE SYSTEM TRANSFORMATION CONSIDERING GEODETIC ELEVATION ERROR[J]. Journal of Geodesy and Geodynamics, 2013, 33(4): 96-99
Authors:Tao Yeqing  Zhang Sheng  Yang Juan
Affiliation:Tao Yeqing;Zhang Sheng;Yang Juan;Engineering Research Center of Coal Mining Exploration,Suzhou University;School of Environment Science and Spatial Informatics,China University of Mining and Technology;
Abstract:In the transformation from national reference??ellipsoid??centric coordinate to national geocentric coordinate, the lack of precise geodetic elevation of control points in reference??ellipsoid??centric coordinate makes the rectangular space coordinates of control points contain error. And this factor has an impact on final conversion accuracy. Up to late the 3D space coordinate model based on least squares has not taken into account the
influence. In this paper,we discuss the method of 3D space coordinate transformation based on total least squares, besides, compare the methods of coordinate transformation based on total least squares and least squares used known data.The result shows that the accuracy of the former is better than the later.
Keywords:geodetic elevation  total least squares (TLS)  least squares (LS)  coordinate system transformation  Gauss-Markov model
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