期刊文献+

似单差模型的误差分析与算法改进 被引量:12

Error Analysis of the Similar Single-difference Model and Algorithm Improvement
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摘要 给出了似单差法单历元直接解算GPS监测点变形量的数学模型 ,对影响变形量精度的误差进行了定性分析 ,主要研究了模型误差产生的原因并提出了相应的改进算法。试验数据的数值结果表明 ,采用改进算法后 ,本文给出的似单差模型也是正确的。最后 ,对似单差法的主要特点进行了总结。 This paper gives the mathematical model of the similar single\|difference methodology used to solve the GPS monitoring points deformation values directly in single epoch,the errors influencing the accuracy of deformations are analyzed qualitatively,the cause of model error is researched mainly and the improved algorithm is advanced.The numerical results of test data show,using improved algorithm,that the similar simgle\|difference model given in this paper is correct,Finally,the main characteristics of the similar single\|difference methodology are concluded.
出处 《铁路航测》 2002年第3期1-4,共4页 Railway Air Survey
基金 国土资源部科技基金资助项目 ( 2 0 0 0 10 2 0 30 4 )
关键词 似单差模型 误差分析 GPS监测 似单差法 变形量 算法改进 变形监测 全球定位系统 GPS monitoring Similar Single\|difference Methodology Single epoch Deformation value Model error Algorithm improvement Characteristics
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参考文献1

  • 1徐绍铨.GPS测量原理与应用[M].武汉:武汉大学出版社,2001,7..

同被引文献35

  • 1余学祥,万德钧,王庆,徐绍铨,吕伟才.GPS变形监测信息单历元解算的抗差估计方法研究[J].东南大学学报(自然科学版),2004,34(5):618-622. 被引量:2
  • 2吕伟才,徐绍铨,余学祥.GPS变形监测信息单历元直接解算软件的研制[J].矿山测量,2004,32(4):22-24. 被引量:8
  • 3余学祥,徐绍铨,吕伟才.似单差法在三峡库区滑坡监测中的应用与分析[J].全球定位系统,2004,29(5):25-29. 被引量:4
  • 4武汉大学 国土资源部长江三峡地质灾害防治指挥部.直接提取变形量的高精度快速GPS解算软件的研制技术总结[Z].,2002..
  • 5Corbett S J, Cross P A. GPS single epoch ambiguity resolution [J]. Survey Review, 1995, 33(257):149-160.
  • 6Han S, Rizos C. Single-epoch ambiguity resolution for real-time GPS attitude determination with the aid of one-dimensional optical fiber gyro [J]. GPS Solution, 1999, 3(1):5-12.
  • 7Corbett S J, Cross P A. GPS Single Epoch Ambiguity Resolution[ J ]. Survey Review, 1995, 33 (257) :149-160.
  • 8Han Shaowei, Chris Rizos. Single-Epoch Ambiguity Resolution for Real-Time GPS Attitude Determination With the Aid of One-Dimensional Optical Fiber Gyro[J]. GPS Solution, 1999, 3(1): 5-12.
  • 9Moke E. Reliable Single Epoch GPS Pro-cessing Algorithm for Static Defor-mation Monitoring [ J ]. Geomatics Research Australasia, 1997(70) : 95-117.
  • 10Deloach S. Continuous Deformation Moni-toring with GPS[J]. Journal of Surveying Engineering, 1989,115(1): 93-110.

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