摘要
作为城市测绘基准,平面坐标转换模型和算法的精度是城市测绘基础建设的基本内容。福州市平面坐标转换现有算法采用经典最小二乘(leastsquares,LS)估计准则,估计结果有偏。以现代EIV(Errors-in-variables)模型估计理论为基础,本文对福州市平面坐标转换模型的LS估计结果进行了分析,提出了福州市平面坐标转换模型估计算法的选取方案建议,对城市基础测绘工作具有重要的应用价值。
As the benchmark of urban surveying and mapping,the precision of plane coordinate transformation model and algorithm is the basic content of urban surveying and mapping infrastructure. Existing algorithms of plane coordinate conversion in fuzhou city adopt the classical least squares(LS) estimation criterion and the estimation result is biased. With modern EIV(Errors-in-the variables) model to estimate theory as the foundation,in this paper,the fuzhou plane coordinate transformation model of LS estimation results are analyzed,and puts forward the practical application of fuzhou plane coordinate transformation model estimation algorithm selection scheme Suggestions,to urban basic surveying and mapping work has important application value.
作者
吴建
Wu Jian(Fuzhou Investigation and Surveying Institute,Fuzhou 350108,China)
出处
《城市勘测》
2019年第6期105-108,共4页
Urban Geotechnical Investigation & Surveying
关键词
平面坐标转换
EIV模型
最小二乘估计
整体最小二乘估计
估计偏差
plane coordinate transformation
EIV model
least squares estimation
global least squares estimation
estimate the deviation