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无转换参数下参考框架间Helmert直转模型及精度分析
引用本文:姜英明,纪晓雨,侯晓伟,冯彦同. 无转换参数下参考框架间Helmert直转模型及精度分析[J]. 全球定位系统, 2021, 46(1): 62-67,88. DOI: 10.12265/j.gnss.2020102002
作者姓名:姜英明  纪晓雨  侯晓伟  冯彦同
作者单位:千寻位置网络有限公司,上海 200438;潍坊职业学院农林科技学院,山东潍坊 262737
摘    要:针对基于布尔莎模型的Helmert转换公式,当两个坐标参考框架没有直接的转换参数,但可通过"中间过渡"框架进行转换时,推导了由"中间过渡"参数计算直接转换参数的公式,以解决多步"过渡"转换时的复杂和低效问题.以EUREF公布的714个站点坐标和速度为例,将其从ETRF2014框架转换到ETRF2000框架.结果 表明使...

关 键 词:坐标转换  Helmert转换  转换参数计算  坐标框架  布尔莎模型
收稿时间:2020-10-20

New method for helmert transformation without direct conversion parameters and precision analysis
JIANG Yingming,JI Xiaoyu,HOU Xiaowei,FENG Yantong. New method for helmert transformation without direct conversion parameters and precision analysis[J]. Gnss World of China, 2021, 46(1): 62-67,88. DOI: 10.12265/j.gnss.2020102002
Authors:JIANG Yingming  JI Xiaoyu  HOU Xiaowei  FENG Yantong
Affiliation:1.Qianxun Spatial Intelligence Inc, Shanghai 200438, China2.Agriculture and Forestry Institute, Weifang Vocational College, Weifang 262737, China
Abstract:For two coordinate reference frames which have no direct conversion parameters,a new method is developed to solve the complex and inefficient problem of traditional multi-step"transition"transformation.This paper takes the coordinates and velocities of 714 stations released by EUREF as an example to convert them from the ETRF2014 to the ETRF2000.The results show that,the coordinate and velocity difference between the traditional method and the method proposed in this paper is in the order of 10-8 meters and 10-9 meters per year,respectively.The analysis results verify the feasibility of the calculation method.
Keywords:coordinate transformation  Helmert transformation  transform parameters calculate  reference frame  bursa model
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