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Cheng et al. Satell Navig             (2021) 2:2                                        Page 10 of 12



































              Fig. 9  Time series of the diferences between the transformed and reference coordinates at six stations located in six subplates in China, where the
              red dashed lines are for the N component and green solid lines for the E component


            stations were obtained from the monthly solutions of the   diferences at the URUM and KUNM stations show an
            observations in the period from 2000.0 to 2018 (except   increase trend from 2008 and 2007.16, respectively. Te
            the LHAS station which had a short period data from   diference vectors (formed by the N and E components)
            2000.0 to 2007.0) in the ITRF2014. Tey then were trans-  show the positions of KUNM and URUM deviate from
            formed to the CGCS2000. Te time series of the difer-  their positions in the CGCS2000 and are becoming big-
            ences between the transformed coordinates and the   ger and bigger, and their movement direction is similar to
            CGCS2000 coordinates (as the references) at the six sta-  that of their subplate.
            tions in the N, E directions are shown in Fig. 9.   Generally, there are three causative reasons for the dif-
              As it is known, a plate motion mainly occurs horizon-  ferences between the transformed and the CGCS2000
            tally, thus the plate motion corrections are only for the   reference coordinates of a site. Te frst is the temporal
            horizontal coordinates of the stations, keeping the height   variation in the movement trend, like KUNM; the second
            components unchanged. Tis is also the reason why we   one is the position jumps triggered by the events, such as
            focus on the transformed horizontal coordinates in the   periodical motions, post-seismic deformation, or changes
            CGCS2000 maintenance for the performance evaluation   in the GNSS receiver’s antenna height, like LHAS,
            in this section. Te diferences of the horizontal coordi-  URUM; and the third one is the nonlinear movements
            nates at some stations shown in Fig. 9 present a trend of   due to atmospheric or hydrological environmental loads.
            increase with time, and the diferences at all the six sta-  Te temporal variation in a movement trend is depend-
            tions are in the range about 2–3  cm. Diferent stations   ent of both the subplate’s movement rate and the interval
            at the same time have diferent corrections as they are   between the observation time and the CGCS2000 refer-
            in diferent subplates. At the sites in the stable area, such   ence epoch. Te longer the interval, the greater the dif-
            as the SHAO (the middle left subfgure) and WUHN sta-  ference will be.
            tions (the upper right subfgure), their diferences are
            all around 2  cm with little fuctuations. Te diference   Conclusion
            time series at the BJFS station shows some fuctuations   For maintaining China’s reference frame CGCS2000 or
            in the N direction. Te diferences at the three stations   updating China’s dynamic reference frame, several top-
            show an increase trend from 2010. In the unstable area,   ics are discussed in this paper, including the strategy for
            the diferences at KUNM and URUM are large and have   better aligning a regional GNSS network with an ITRF,
            large temporal variations, but the results at the LHAS sta-  the  evaluation of the accuracy of  the alignment  using
            tion are not the same due to its short period data. Te   the designed strategy, and the approach of considering
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