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Li et al. Satell Navig             (2021) 2:1                                          Page 7 of 14












































              Fig. 2  Implementation of the graph-optimization based semi-tightly coupled framework of multi-GNSS PPP/S-VINS


            the timestamp of the newest local state is synchronized   on the front of the platform with a 505  mm baseline.
            with the current GNSS epoch, the global optimization   Te detailed information on the devices is listed in
            will proceed. Otherwise, only the forecast positions   Table 2, and the specifcation of the IMU sensor is pro-
            can be acquired. Te Ceres Solver is used in the triple   vided in Table 3. We achieved the time synchronization
            integrated system for state optimization (Agarwal et al.   at the hardware level. More specifcally, the Pulses Per
            2012). Te optimal positioning results are  obtained   Second (PPS) generated by the GNSS receiver is used
            after carrying out the global graph optimization. Mean-  to trigger the IMU to work and the stereo cameras to
            while, the transformation  from  the  local frame  to the   exposure at diferent frequencies. By this means, the
            global frame is updated.                          time stamps of diferent sensors will synchronize to GPS
                                                              time. Te ofset between GNSS antenna reference point
            Experimental description                          and IMU center was measured precisely to compensate
            Te vehicular road test was carried out in the campus of   the lever-arm efect. Te extrinsic parameters for stereo
            Wuhan University where the trees with dense forest can-  cameras and IMU-camera were calibrated ofine (Fur-
            opies are on both sides of the roads. Figure 3 displays the   gale et al. 2013). Moreover, the extrinsic parameters of
            top view of the trajectory and the typical surroundings   IMU-camera are also estimated in S-VINS based on the
            in the road. Te total distance of the trajectory is about   pre-calibrated values to compensate the small variations
            2670 m, and it takes about 12 min in our experiment.  caused by the vehicle  motion. We also calibrated the
              Te equipment used for collecting the multi-sensor   intrinsic parameters of the stereo cameras before and
            fusion data is displayed in Fig. 4. In our vehicular road   after the test.
            test, only single GNSS antenna was used. As shown in   Additionally, the multi-sensor fusion data were col-
            the top panel of Fig.  4, a GNSS receiver and an IMU   lected under the normal driving conditions including
            device are connected  to the GNSS antenna through a   most common ground vehicle dynamics, such as accel-
            signal power divider. Two cameras are tightly mounted   eration, deceleration, and cornering. Te bidirectional
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