首页 | 本学科首页   官方微博 | 高级检索  
     检索      

GPS高程拟合方法精度分析
引用本文:王凯红,张俊影,赵娟,任军丽,胡红霞,HU Hong-xia.GPS高程拟合方法精度分析[J].吉林地质,2007,26(3):84-88.
作者姓名:王凯红  张俊影  赵娟  任军丽  胡红霞  HU Hong-xia
作者单位:吉林省区域地质矿产调查所,吉林,长春,130022
摘    要:近年来人们往往利用GPS数据来确定大地高,但大地高不同于正常高,为此,利用多项式拟合与地球重力场模型相结合的数学方法,使GPS所测大地高通过这些数学模型直接转换为具有厘米精度的正常高,将该方法得到的正常高与单独利用多项式拟合和地球重力场模型得到的结果进行了比较,其差值的标准差为±38 cm。

关 键 词:GPS  似大地水准面  正常高  精化模型
文章编号:1001-2427(2007)03-084-05
收稿时间:2007-05-18
修稿时间:2007-06-06

Precision research on the data fitting method of GPS RTK height
WANG Kai-hong,SUN Gang,ZHANG Jun-ying,ZHAO Juan,REN Jun-li,HU Hong-xia.Precision research on the data fitting method of GPS RTK height[J].Jilin Geology,2007,26(3):84-88.
Authors:WANG Kai-hong  SUN Gang  ZHANG Jun-ying  ZHAO Juan  REN Jun-li  HU Hong-xia
Abstract:Recently using GPS to determine the geodetic height,but geodetic height is different from normal height represented the height,for this reason we used mathematic model that combine polynomial fitting with gravity field model to determine geodetic height by the GPS,through these mathematic models,that can be transformed into a normal height with cm-level precision.Furthermore,the factors affecting height transformation and error sources by GPS single point positioning are analyzed by certain tests.The modeled geoid heights were compared with the observer ones derived from normal height and other results data that applied to the construction of Hulin are geoid.The test results show that the standard deviation of the difference is 3.8 cm.
Keywords:GPS  quasi-geoid  normal height  precise model
本文献已被 CNKI 万方数据 等数据库收录!
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号