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GPS振动变形监测中单一衍射或反射信号误差处理研究 被引量:3

Study on the Elimination of Single Reflected or Diffracted Signal Error in GPS Dynamic Deformation Monitoring
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摘要 当卫星被测站周围的障碍物遮挡,接收机仅接收到该卫星经过衍射或反射信号,而没有接收到直射信号时,GPS测量结果将含有较大的误差,本文称之为单一衍射或反射误差。经分析,这种误差对载波相位测量最大可达1个波长。为了消除这种误差的影响,本文提出了基于测站环境建模的卫星剔除法,通过野外实际测量的结果表明,该方法能有效地消除单一衍射或反射信号误差的影响。 When the direct line of sight between the GPS satellite and the antenna is obstructed, however the receiver can still recive the reflected or diffracted signal, it will produce a serious error in GPS positioning. This error is called as single reflected or diffracted signal error and it is possible to reach 1 wave length of carrier phase. In order to eliminate this error, a deleting satellite method is introduced here. Several experiments show that this method can eliminate this single reflected or difracted signal error effectively.
出处 《工程勘察》 CSCD 北大核心 2006年第5期45-49,共5页 Geotechnical Investigation & Surveying
基金 国家自然科学基金项目资助(40574003)
关键词 GPS 衍射 变形监测 GPS diffraction deformation monitoring
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参考文献4

  • 1Brunner,FK,Hartinger H,Troyer L (1999) GPS signal diffraction modelling:the stochastic SIGMA-△ model.Journal of Geodesy,73:259 ~ 267.
  • 2熊永良,丁晓利.变形监测中GPS信号衍射误差的环境建模法.2004 (Article In Press).
  • 3M.Meo,G Zumpano,Xiaolin Meng,et al.Measurement of dynamic properties of a medium span suspension bridge by using the wavelet transforms,Mechanical Systems and Signal Processing,(available online at www.scienceddirect.com,Article In Press),2005.
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同被引文献33

  • 1田胜利,周拥军,葛修润,卢允德.基于小波分解的建筑物变形监测数据处理[J].岩石力学与工程学报,2004,23(15):2639-2642. 被引量:30
  • 2张勤,蒋廷臣,王秀萍.小波变换在变形监测中的应用研究[J].测绘工程,2005,14(1):8-10. 被引量:41
  • 3熊永良,丁晓利,黄丁发,戴吾蛟,陈惠珊.基于小波变换的单历元算法及其在结构振动监测中的应用研究[J].测绘学报,2005,34(3):202-207. 被引量:26
  • 4伊廷华,李宏男,伊晓东,王国新.基于自适应噪声抵消与小波滤波的GPS监测误差分析[J].武汉大学学报(信息科学版),2006,31(11):995-998. 被引量:17
  • 5Wang J, Stewart M P, Tsakiri M. Stochastic Modelling for Static GPS Baseline Data Processing [J]. Journal of Survey Engineering, 1998, 121: 171-181.
  • 6Dai Wuiiao, Ding Xiaoli, Li Z W, et al. Tropospheric Effects in Monitoring Super High Buildings with GPS [C]. ION 2006, Texs, 2006.
  • 7Wang J, Satirapod C, Rizos C. Stochastic Assessment of GPS Carrier Phase Measurements for Precise Static Relative Positioning[J]. Journal of Geodesy, 2002, 76: 95-104.
  • 8Satirapod C. Improving the Accuracy of Static GPS Positioning with New Stochastic Modeling Procedure[C]. ION GPS 2001, Salt Lake City, 2001.
  • 9Tiberius C, Kenselaar F. Variance Component Estimation and Precise GPS Positioning: Case Study [J]. Journal of Survey Engineering, 2003, 129(1) : 11-18.
  • 10Bischoff W, Heck B, Howind J, et al. A Procedure for Estimating the Variance Function of Linear Models and for Checking the Appropriateness of Estimated Variances: a Case Study of GPS Carrierphase Ohservations[J]. Journal of Geodesy, 2006, 79:694-704.

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