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长江中游大地形变GPS监测及精度分析 被引量:6

GPS Geotectonic Deformation Monitoring and Precision Analysis in Middle Reaches of Changjiang River
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摘要 为了国土资源调查和防洪防灾,在长江中游建立了大地形变GPS监测网,以监测水患区的构造沉降。顾及到对流层延迟的影响,实测了每个测站处的气象数据。在GPS监测网的数据处理中,采用Saastamoinen模型来计算对流层延迟的干分量,而对流层延迟中的湿分量,用分段线性方法进行估计,以提高GPS高程分量的精度。GPS监测网基线的重复精度优于10-8,GPS监测网的点位水平中误差均优于±2.6mm,高程均优于±3.3mm,平差后基线边相对精度优于10-8量级。研究表明,GPS监测网的精度达到并完全满足了大地形变监测的精度要求,可为地质调查和灾害防治提供准确的垂直变形信息。 In order to investigate land resources and prevent flood and disaster, a GPS geotectonic deformation-monitoring network was established to monitor the tectonic subsidence of the flooded area in the middle reaches of the Changjiang River. Considering the affect of tropospheric delay, the meteorologic data at every site were surveyed. The Saastamoinen model was adopted to compute the dry component parts of the tropospheric delay in the data processing of GPS monitoring network. The wet components of the tropospheric delay were estimated by using the piece wise linear method for improving the precision of GPS height components. The repeatability of all baselines of GPS monitoring network was superior to 10^(-8) level. The horizontal RMS(root mean square) errors of all monitoring points were superior to (±2.6 mm) and the height RMS errors of all monitoring points superior to (±3.3 mm). The relative accuracies of all baselines after adjustment were superior to 10^(-8) level. The research indicates the accuracy of the GPS monitoring network can be achieved and satisfy completely the accuracy requirement of the geotectonic deformation monitoring. It can offer the exact vertical deformation information for the geological investigation and preventing disaster.
作者 高伟 徐绍铨
出处 《长江科学院院报》 CSCD 北大核心 2005年第1期28-31,共4页 Journal of Changjiang River Scientific Research Institute
基金 国土资源部科技基金资助项目(214151900)
关键词 长江中游 大地形变 GPS监测 精度分析 middle reaches of the Changjiang River geo-tectonic deformation GPS monitoring precision analysis
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参考文献3

  • 1徐绍铨 李征航.隔河岩大坝外观变形GPS自动化监测系统的建立[J].武汉测绘科技大学学报,1998,.
  • 2胡建国,成英燕,丁继新,常晓涛.我国高精度GPS陆海垂直运动监测网的建立与精度分析[J].测绘学报,2000,29(4):289-292. 被引量:23
  • 3BITELLI G, BONSIGNORE F, UNGUENDOLIL M. Leveling and GPS Networks to Monitor Ground Subsidence in the Southern Po Valley[J]. Journal of Geodynamics, 2000,30:355-369.

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