A New Method of High-Precision Coordinate Transformation Research Based on Bursa Model

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Abstract:

The common point coordinate precision affect accuracy of coordinate transformation. In order to overcome the individual common point coordinate precision is too low or the error is large under some condition, a new method of high-precision coordinate transformation based on bursa model was discussed, which used the theory of robust resistance estimation to solve and calculate the high-precision coordinate transformation parameters, finally achieved the purpose of high-precision coordinate transformation. By calculation and comparison with experimental date, the result show that the method is practical and effective, so it is completely feasible in application surveying engineering.

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Periodical:

Advanced Materials Research (Volumes 846-847)

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1312-1315

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November 2013

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© 2014 Trans Tech Publications Ltd. All Rights Reserved

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[1] Li Zhenghang, Huang Jinsong. GPS surveying and its data-processing [M]. Wuhan: Wuhan University Press, (2007).

Google Scholar

[2] Wang Jiexian. Correlations Among Parameters in Seven-parameter Transform Ationmodel[J]. Joumal of Geodesy and Geodynamics. 2007, 27(2): 43~46.

Google Scholar

[3] Huang Weibin. Principles and applications of the latter-day adjustment[M]. Beijing: Bayi University Press, 1992. ).

Google Scholar

[4] Yang Yuanxi, Zhang Liping. Maintenance of Coordinate Datum and Data Processing of Dynamic Monitoring Network[J]. Geomatics and Information Science of Wuhan University. 2007, 32(11): 967~971.

Google Scholar

[5] Koch K R,Yang Yuanxi. Robust Kalman Filter for Rank Deficient Observation Model[J]. Journal of Geodesy,1998,72(8): 436~441.

DOI: 10.1007/s001900050183

Google Scholar