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顾及已知点误差的空间坐标转换

胡圣武 任治钢

北京测绘2024,Vol.38Issue(12):1685-1691,7.
北京测绘2024,Vol.38Issue(12):1685-1691,7.DOI:10.19580/j.cnki.1007-3000.2024.12.007

顾及已知点误差的空间坐标转换

Spatial coordinate transformation considering known point errors

胡圣武 1任治钢1

作者信息

  • 1. 河南理工大学 测绘与国土信息工程学院,河南 焦作 454000
  • 折叠

摘要

Abstract

In order to improve the precision of space coordinate transformation,it is necessary to provide an accurate coordinate transformation model.In order to get an accurate space coordinate transformation model,the error of known points should be considered.This paper studied the space coordinate transformation model by considering the precision of known points.Using the method of comparison and simulation analysis,the paper carried out space coordinate transformation based on the simulation data by considering the precision of known points and ignoring the precision of known points.The analysis results show that the precision of the space coordinate transformation model considering the precision of known points is high.The results provide a scientific space coordinate transformation model for surveying and mapping production departments.

关键词

空间坐标转换/空间坐标转换模型/最小二乘方法/精度/七参数转换模型

Key words

space coordinate transformation/space coordinate transformation model/least square method/precision/seven parameter transformation model

分类

天文与地球科学

引用本文复制引用

胡圣武,任治钢..顾及已知点误差的空间坐标转换[J].北京测绘,2024,38(12):1685-1691,7.

基金项目

国家自然科学基金青年基金(42204040) (42204040)

北京测绘

1007-3000

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