测绘通报 ›› 2018, Vol. 0 ›› Issue (12): 79-82,86.doi: 10.13474/j.cnki.11-2246.2018.0388

Previous Articles     Next Articles

Using RBF to Analyze the Accuracy of GNSS Height Transformation in Linear Engineering

CHEN Zhiwei1, ZHANG Xingfu1, HU Bo1, LIU Cheng2   

  1. 1. Department of Surreying and Mapping Engineering of Guangdong University of Technology, Guangzhou 510006, China;
    2. China Railway Design Corporation, Tianjin 300251, China
  • Received:2018-03-23 Revised:2018-05-07 Online:2018-12-25 Published:2019-01-03

Abstract: The application of GNSS rapid height measurement is mainly affected by accuracy of height anomaly transformation. Therefore, it is rather important to construct a reasonable height anomaly transformation model.This paper discusses the RBF method of GNSS height transformation with GSVS2011 GNSS/leveling data in the United States,the accuracy of height transformation based on five RBF kernel functions such as Thinplate (T),Cubic (C),Gaussian (G),Multiquadrics (M),Linear (L) is analyzed in details.The experimental results show that ①When the distance between GNSS/leveling points is small,the five kernel functions can also obtain higher fitting accuracy.②Three kinds of kernel functions(T、C、M) have a better fitting effect,and more than 95.3% of the fitted height difference meets fourth-order level tolerance.③It is suggested that the point interval should not be greater than 30 km in the survey area where the height anomaly changes relatively flatly when fitting with RBF.

Key words: GNSS height transformation, height anomaly, RBF, accuracy analysis

CLC Number: