Department of Surveying and Geoinformatics,Tongji University,Shanghai 200092,China;Department of Surveying and Geoinformatics Engineering,Huaihai Institute of Technology,Lianyungang 222001,China 在期刊界中查找 在百度中查找 在本站中查找
Department of Surveying and Geoinformatics,Tongji University,Shanghai 200092,China;Key Laboratory of Advanced Surveying Engineering of State Bureau of Surveying and Mapping,Shanghai 200092,China 在期刊界中查找 在百度中查找 在本站中查找
Department of Surveying and Geoinformatics,Tongji University,Shanghai 200092,China;Key Laboratory of Advanced Surveying Engineering of State Bureau of Surveying and Mapping,Shanghai 200092,China 在期刊界中查找 在百度中查找 在本站中查找
The paper presents a new coordinate transformation model with a consideration of the coordinate errors in both coordinate systems.The computation formulae of transformation parameters are derived based on the minimization of weighted sum of coordinate corrections in two systems.In addition, the coordinate corrections of transformed points are computed according to the covariance matrix of coordinates between public and transformed points with the leastsquares collocation method.The experiments show that the new model can significantly improve the precision of the coordinate transformation especially in case that the strong correlation exists between public and transformed coordinates.