“…broadcast ephemeris is always used to calculate satellite velocities and accelerations, and the kinematic accuracy can be estimated using an extended Kalman filter (EKF) [1], however, the accuracy is limited by GNSS error sources, only mm/s level horizontal velocity and mm/s 2 level acceleration can be achieved [2], which cannot match the requirements of high accuracy applications, such as airborne gravity surveying. (2) Single reference station algorithm, double-difference algorithm is always used to eliminate the clock error, including satellite clock bias and receiver clock bias, this method is very effective in short baseline cases [3][4][5][6], unfortunately, with the increase of the baseline length, the estimated accuracy is degraded for the increased distance-dependant GNSS error sources, including ionosphere delay and troposphere delay mainly, because the data processing method is as the same as the real time kinematic (RTK) method, therefore, this method is called the ''RTKderived method'' in the following paragraphs. (3) Multiple reference stations (MRSs) algorithm, over the past decades, the use of multiple reference station network DGPS approach to extend the interreceiver distances has shown great promise [7].…”