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Next Generation Network Real-Time Kinematic Interpolation Segment to Improve the User Accuracy

机译:下一代网络实时运动插值段可提高用户精度

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摘要

This paper demonstrates that automatic selection of the right interpolation/smoothing method in a GNSS-based network realtime kinematic (NRTK) interpolation segment can improve the accuracy of the rover position estimates and also the processing time in the NRTK processing center. The methods discussed and investigated are inverse distance weighting (IDW); bilinear and bicubic spline interpolation; kriging interpolation; thin-plate splines; and numerical approximation methods for spatial processes. The methods are implemented and tested using GNSS data from reference stations in the Norwegian network RTK service called CPOS. Data sets with an average baseline between reference stations of 60-70 km were selected. 12 prediction locations were used to analyze the performance of the interpolation methods by computing and comparing different measures of the goodness of fit such as the root mean square error (RMSE), mean square error, and mean absolute error, and also the computation time was compared. Results of the tests show that ordinary kriging with the Matern covariance function clearly provides the best results. The thin-plate spline provides the second best results of the methods selected and with the test data used.
机译:本文证明,在基于GNSS的网络实时运动(NRTK)插值段中自动选择正确的插值/平滑方法可以提高流动站位置估计的准确性,并可以提高NRTK处理中心的处理时间。讨论和研究的方法是反距离加权(IDW);双线性和三次三次样条插值;克里格插值;薄板花键;以及空间过程的数值逼近方法。该方法是使用来自挪威网络RTK服务(称为CPOS)中参考站的GNSS数据实施和测试的。选择参考站之间平均基线为60-70 km的数据集。通过计算和比较拟合优度的不同度量(例如均方根误差(RMSE),均方误差和平均绝对误差),使用12个预测位置来分析插值方法的性能,并且计算时间为比较。测试结果表明,具有Matern协方差函数的普通克里金法显然可以提供最佳结果。薄板样条线提供了所选方法和使用的测试数据的次佳结果。

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  • 来源
    《International journal of navigation and observation》 |2015年第2015期|346498.1-346498.15|共15页
  • 作者单位

    Norwegian Mapping Authority, Geodetic Institute, 3511 Honefoss, Norway,Department of Mathematical Sciences and Technology, NMBU, 1432 Akershus, Norway;

    KTH Royal Institute of Technology, 100 44 Stockholm, Sweden;

    Department of Mathematical Sciences and Technology, NMBU, 1432 Akershus, Norway,Department of Electronics and Telecommunications, NTNU, 7491 Trondheim, Norway;

    Norwegian Mapping Authority, Geodetic Institute, 3511 Honefoss, Norway,Department of Mathematical Sciences and Technology, NMBU, 1432 Akershus, Norway;

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