Abstract

China Geodetic Coordinate System 2000 (CGCS2000), as the formal national coordinate reference frame, has been used for 20 years. The coordinates of all Global Navigation Satellite System (GNSS) stations in China need referring to this system. To this end, the first step is to align the coordinates of all stations, usually included in a regional GNSS network, with a given International Terrestrial Reference Frame (ITRF), then these coordinates are corrected to the CGCS2000 in consideration of plate movement. For a better alignment result, regional control stations are needed and their coordinates were estimated from the combination of constraint-free normal equation systems provided by several International GNSS Service (IGS) analysis centers. The effect in using these refined coordinates, which determine a regional coordinate datum, on the alignment result should be evaluated by the coordinate corrections of the regional control stations to the regional coordinate datum, i.e. smaller corrections mean better alignments of the two associated frames. The test results show that the refined coordinates are more accurate than the ones calculated from the station's velocity, and are well aligned with the ITRF2005. Moreover, for obtaining the coordinates of GNSS stations in an updated CGCS2000 frame, a gridded linear velocity field based on the estimated velocities at 1025 CGCS2000 stations was generated for mainland China using the optimal interpolation method, the inverse distance weighting, which is selected from five interpolation methods. The overall precisions of the constructed velocity field at all stations in the East (E) and, North (N) directions are 0.78 mm/a and 0.95 mm/a, respectively. For evaluating the accuracy of the updated CGCS2000 frame, monthly solutions for the coordinates of some CGCS2000 CORS stations in the ITRF2014 during the period from 2000.0 to 2018 were obtained and the Root Mean Square (RMS) of the differences between the coordinates corrected to the CGCS2000 and the known coordinates at these stations are about 2–3 cm.

Highlights

  • IntroductionChina Geodetic Coordinate System 2000 (CGCS2000) was released on July 1, 2008 (Chen 2008) as the formal national reference frame

  • China Geodetic Coordinate System 2000 (CGCS2000) was released on July 1, 2008 (Chen 2008) as the formal national reference frame. It was defined in the International Terrestrial Reference Frame (ITRF) 97 at the reference epoch 2000.0 and maintained using 2600 Global Navigation Satellite System (GNSS) geodetic reference stations distributed over China (Cheng et al 2008)

  • One can see that the Inverse Distance Weighting (IDW) model significantly outperformed all the other models in all the 20 subplates, except the South China Sea subplate, where the IDW was slightly worse than the others

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Summary

Introduction

China Geodetic Coordinate System 2000 (CGCS2000) was released on July 1, 2008 (Chen 2008) as the formal national reference frame. It was defined in the International Terrestrial Reference Frame (ITRF) 97 at the reference epoch 2000.0 and maintained using 2600 Global Navigation Satellite System (GNSS) geodetic reference stations distributed over China (Cheng et al 2008). The CGCS2000 is a static frame and maintained by the coordinates of all GNSS stations, which are usually estimated from the observations in different times and referred to different ITRFs, transformed to the CGCS2000 frame. A few approaches have considered the plate motions in the transformation of the coordinates of a regional GNSS network from an ITRF to the CGCS2000. The second one is tightly constraining the coordinates of some stations to their known coordinates in the

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