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CSCORS基准站位移速率解算与分析

邓兴升 潘志林 陈石桥

大地测量与地球动力学2012,Vol.32Issue(3):68-71,4.
大地测量与地球动力学2012,Vol.32Issue(3):68-71,4.

CSCORS基准站位移速率解算与分析

SOLUTIONS AND ANALYSIS OF DISPLACEMENT VELOCITY OF CSCORS STATION

邓兴升 1潘志林 1陈石桥2

作者信息

  • 1. 长沙理工大学测绘工程系,长沙 410004
  • 2. 湖南省电力公司柘溪水电厂,安化 413508
  • 折叠

摘要

Abstract

In order to transform coordinates from WGS84 to CSCG2000 for GPS engineering control network, the ITRF displacement velocity of the stations must be solved accurately. The displacement velocity data are necessary to obtain the velocity field in GPS crustal deformation monitoring network. On the basis of continual observations of CSCORS stations, we discussed two algorithms for calculating the displacement velocity: the weighted interpolation algorithm and dividing coordinates difference by time difference. The second method can be used for the continually observational GPS network, but for GPS engineering control network only the interpolation algorithm can be used. The displacement rates of CSCORS stations in three periods had been computed accurately and it is found that the displacement rates are nonlinear. The examples show that the displacement rates computed by two different methods are consistent, thus the weighted interpolation method can be adopted to solve the rates of stations in GPS engineering control network.

关键词

CSCORS基准站/GPS工程控制网/位移速率/变形监测/坐标转换

Key words

CSCORS stations/ GPS engineering control network/ displacement velocity/ deformation monitoring/ co-ordinate transformation

分类

天文与地球科学

引用本文复制引用

邓兴升,潘志林,陈石桥..CSCORS基准站位移速率解算与分析[J].大地测量与地球动力学,2012,32(3):68-71,4.

基金项目

湖南省自然科学基金(10JJ3090) (10JJ3090)

大地测量与地球动力学

OA北大核心CSCDCSTPCD

1671-5942

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