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

复测水准网动态平差与静态平差结果的比较
引用本文:罗三明,董运洪,韩月萍,袁油新,李陶.复测水准网动态平差与静态平差结果的比较[J].大地测量与地球动力学,2012,32(1):97-100.
作者姓名:罗三明  董运洪  韩月萍  袁油新  李陶
作者单位:1)中国地震局第一监测中心,天津 300180;2)武汉大学卫星导航定位技术研究中心,武汉 430079
基金项目:地震行业科研专项重大项目,国家自然科学基金,中国地震局第一监测中心青年基金
摘    要:用动态平差与静态平差方法对复测水准网资料进行处理,获得两种方法下高程点的变化量及其速率,对高程点变化量及其速率的分析表明:动态平差可以获取任意时刻地壳运动的动态变化信息,其结果在描述地壳垂直运动特征及其过程时更为合理;而在静态平差结果中,待定点的变化量及其精度、速率值均会因固定点位置的不同而不同,其结果中出现了一个强制约束值,该结果淹没或者转移了观测值中可能包含的形变信息。因此认为,在进行地壳垂直运动分析时,宜采用动态平差计算结果。

关 键 词:复测水准网  动态平差  静态平差  形变信息  高程速率  

COMPARISON BETWEEN DYNAMIC AND STATIC ADJUSTMENT RESULTS FOR REPEATED LEVELLING NETWORKS
Luo Sanming , Dong Yunhong , Han Yueping , Yuan Youxin , Li Tao.COMPARISON BETWEEN DYNAMIC AND STATIC ADJUSTMENT RESULTS FOR REPEATED LEVELLING NETWORKS[J].Journal of Geodesy and Geodynamics,2012,32(1):97-100.
Authors:Luo Sanming  Dong Yunhong  Han Yueping  Yuan Youxin  Li Tao
Institution:1)First Monitoring and Application Center, CEA, Tianjin 300180;2)GNSS Research Center, Wuhan university, Wuhan 430079
Abstract:The observations of repeated levelling network with both dynamic and static adjustment method were processed,and the two kinds of variation and velocity of each elevation point were obtained.The results show that the dynamic method is more reasonable than static one for describing characteristics and course of crustal vertical motion because the former is independent of reference mark,and takes the time factor acquired data into account.The results from static adjustment,however,the variation,accuracy and velocity of unknown marks will vary with the location of reference mark,and a constraint numerical value will occur in results.This submerges or transfers the possible deformation information contained in raw data.It is suitable to make use of dynamic result for analyzing crustal vertical motion.
Keywords:repeated levelling networks  dynamic adjustment  static adjustment  deformation information  elevation rate
本文献已被 CNKI 万方数据 等数据库收录!
点击此处可从《大地测量与地球动力学》浏览原始摘要信息
点击此处可从《大地测量与地球动力学》下载免费的PDF全文
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