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变形监测网合适参考系的确定与稳定性分析
引用本文:黄兵杰,张妍,余咏胜.变形监测网合适参考系的确定与稳定性分析[J].测绘与空间地理信息,2011(6):18-21,24.
作者姓名:黄兵杰  张妍  余咏胜
作者单位:精密工程与工业测量国家测绘局重点实验室;武汉市勘测设计研究院;常州市测绘院
基金项目:精密工程与工业测量国家测绘局重点实验室开放基金(PF2009-9)资助
摘    要:基于秩亏自由网平差原理,提出了一套变形监测网数据处理与稳定性分析的理论与流程,解决了多期观测数据参考系稳定权阵的确定问题,利用平均间隙法原理,对监测网点进行了稳定性分析。通过计算实例说明了其可行性。

关 键 词:沉降监测  秩亏网平差  参考基准  平均间隙法  稳定性分析

Confirmation of Optimum Reference Datum and Stability Analysis in Deformation Monitoring Network
HUANG Bing-jie,ZHANG Yan,YU Yong-sheng.Confirmation of Optimum Reference Datum and Stability Analysis in Deformation Monitoring Network[J].Geomatics & Spatial Information Technology,2011(6):18-21,24.
Authors:HUANG Bing-jie  ZHANG Yan  YU Yong-sheng
Institution:1.Key Laboratory of Precise Engineer and Industry Surveying of SBSM,Wuhan 430079,China; 2.Wuhan Geotechnical Engineering and Surveying Institute,Wuhan 430022,China; 3.Changzhou Institute of Surveying and Mapping,Changzhou 213002,China)
Abstract:This paper proposes a method and flow for data processing and stability analysis of deformation monitoring network based on the rank defect free network adjustment.The strategy can resolve the confirmation of robust iterative weights during several periods of observation.Then,analyzes the point’s stability of the network by the method of mean gap,which is proved practically and can reflect stability of deformation monitoring network correctly through the computational example.
Keywords:settlement monitoring  rank defect network adjustment  reference datum  method of mean gap  stability analysis
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