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GPS城市地壳变形监测网的数据处理及精度分析
引用本文:兰孝奇,葛恒年,李迎春. GPS城市地壳变形监测网的数据处理及精度分析[J]. 测绘工程, 2005, 14(4): 27-29
作者姓名:兰孝奇  葛恒年  李迎春
作者单位:河海大学,土木工程学院,江苏,南京,210098;河海大学,土木工程学院,江苏,南京,210098;河海大学,土木工程学院,江苏,南京,210098
摘    要:应用GPS定位技术进行城市或区域地壳变形监测,研究了GPS监测的数据处理和精度分析的理论和方法.使用高精度的定位分析软件GAMIT,对某城市地壳变形监测网的试验观测数据进行数据处理,并对解算得到的基线向量和坐标分别进行精度分析,结果表明:在100km范围内,GPS基线重复率在平面上比例误差可以达到10-8,垂直方向比例误差可以达到10-7;GPS监测点的三维坐标重复率精度可达到3mm左右,能满足城市或区域地壳变形监测的精度要求.

关 键 词:GPS  地壳变形监测  数据处理  精度分析
文章编号:1006-7949(2005)04-0027-03
收稿时间:2005-06-14
修稿时间:2005-06-14

Research on data processing and precision analysis of GPS crustal deformation monitoring network of a city
LAN Xiao-qi,GE Heng-nian,LI Ying-chun. Research on data processing and precision analysis of GPS crustal deformation monitoring network of a city[J]. Engineering of Surveying and Mapping, 2005, 14(4): 27-29
Authors:LAN Xiao-qi  GE Heng-nian  LI Ying-chun
Affiliation:College of Civil Engineering, Hehai University, Nanjing 210098, China
Abstract:GPS satellites positioning technology is employed to do the crustal deformation monitoring work in a city.Theories and methods for data processing and precision analysis of GPS monitoring network are discussed.With the help of highly precise stations and orbits positioning analysis software GAMIT,the actual surveying experimental data of some city's monitoring network are resolved.From the separate analysis of baseline results and coordinate results after the solution process,it is shown that in an area of 100 square kilometers,the horizontal and vertical proportion errors of GPS baseline repetition rates can reach up to separately and the precision of three dimension coordinate solution results of GPS monitoring stations can also be around 3 millimeters,which greatly satisfies the demands of crustal deformation monitoring of a city.
Keywords:GPS   crustal deformation monitoring   data processing   precision analysis
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