Page 144 - 卫星导航2021年第1-2合期
P. 144

Liu et al. Satell Navig             (2021) 2:6                                          Page 11 of 17



















              Fig. 9  Single-epoch ambiguity resolution success rates based on
              single-frequency observations





                                                               Fig. 11  The positioning errors with dual-frequency BDS-2/BDS-3
                                                               observations at the elevation cut-of angle of 10°



                                                              E/N/U) was better than that for BDS-2 only solution
                                                              (0.41  cm/0.44  cm/1.74  cm), showing good agreement
                                                              with the previous PDOP results. If BDS-3 and BDS-2
                                                              are tightly combined, the positioning accuracy can
                                                              then  be signifcantly  improved,  i.e., the RMS  values  of
              Fig. 10  Single-epoch ambiguity resolution success rates based on
              dual-frequency observations                     0.24 cm/0.27 cm/1.18 cm in the E/N/U. Te 3D position
                                                              RMS was 1.84  cm for BDS-2, 1.43  cm for BDS-3, and
                                                              1.23  cm for tightly combined BDS-3/BDS-2. Te posi-
              Figure 10 shows the ambiguity resolution success rates   tioning accuracy for the BDS-3 B1C/B2a solution was
            based on dual-frequency observations at diferent eleva-  slightly lower than the BDS-3 B1I/B3I solution. Tis is
            tion cut-of angles. It was observed that if the elevation   reasonable considering its higher PDOP values due to the
            cut-of angle was below 25°, almost 100% success rates   absence of C59 and C60.
            were obtained for all the solutions. With increasing ele-
            vation cut-of angle from 25° to 40°, the success rates of   Kinematic test
            BDS-2 and BDS-3 B1I/B3I solutions decreased slightly   A kinematic test was performed on June 24, 2020 from
            to approximately 94.2% and 91.9%, whereas those of the   06:45 to 08:00 GPS Time (GPST) in Wuhan, China. In the
            BDS-3 B1C/B2a solutions decreased dramatically to   experiment, two Trimble Alloy receivers were used as the
            approximately 58.3%. For the tightly combined BDS-3/  base and rover. Te base receiver and antenna (Trimble
            BDS-2 solutions, 100% success rates were achieved   Zephyr Geodetic 2) were located beside the Liangzi Lake
            under all elevation cut-of angles. Hence, we conclude   Avenue, with an open-sky view. Te rover receiver and
            that tightly combined BDS-3/BDS-2 could signifcantly   antenna (Trimble Zephyr Model 2) were installed on top
            improve ambiguity resolution performance compared   of a car driving along the Liangzi Lake Avenue, with an
            with BDS-2 or BDS-3 alone, particularly under challeng-  approximate speed of 50 km/h. Distance between rover
            ing or severe observational conditions.           and the base was approximately 0.3–7.9  km during the
              Figure 11 shows positioning errors in the E, N, and U
            components for BDS-2, BDS-3, and tightly combined
            BDS-3/BDS-2 using dual-frequency observations at the
            elevation cut-of angle of 10°. Te corresponding posi-  Table 6  RMS of  the  single-epoch BDS-2/BDS-3 RTK
            tioning accuracy (only for ambiguity fxed solutions)   positioning errors
            is listed in Table  6. As shown, the positioning errors   Observations  E (cm)  N (cm)  U (cm)  3D (cm)
            were primarily within the range of  −  1.0 to 1.0  cm in
            the East and North components and the range of − 4.0   BDS-2 B1I/B3I  0.41  0.44   1.74    1.84
            to 4.0 cm in the Up component. About the B1I/B3I sig-  BDS-3 B1I/B3I  0.31  0.34   1.35    1.43
            nals,  the  positioning  accuracy  for  BDS-3  only  solu-  BDS-3 B1C/B2a  0.52  0.62  1.36  1.58
            tion (RMS values of 0.31  cm/0.34  cm/1.35  cm in the   BDS-2/BDS-3 B1I/B3I  0.24  0.27  1.18  1.23
   139   140   141   142   143   144   145   146   147   148   149