The satellite survey using Real-time kinematic (RTK) positioning method may have some errors occurred due to the effects of the climate changes overtime and baseline lengths between GNSS (Global Navigation Satellite System) base station and rover. This study aims to investigate the effects. The test points were established around Mae Moh mine’s pit, Lampang province. The test points were separated into 2 groups, increment horizontal and vertical distances. The RTK and GNSS surveyings were operated in rainy season, winter, and summer. The measured values were compared with the standard values acquired by static positioning method. The results revealed that the root-mean-square errors were 2.3 cm and 3.1 cm for horizontal and vertical coordinates, respectively. The results showed the distance between the two stations affected the accuracy of coordinates. In addition, the air humidity and
temperature were obstacle for receiving GNSS signals.
Keywords
GNSS positioning, RTK, Mae Moh lignite coal mine, Baseline length, Position error