GPS/GLONASS와 TS 결합에 의한 도근점 측위의 정확도 분석

Accuracy Analysis of Positioning Supplementary Control Point with the Combined GPS/GLONASS and TS

In static relative surveying, the difference of between the known cadastral supplementary control station and that of the acquired is 0.000∼0.0006m in GPS alone, GPS/GLONASS, and In the RTK-GPS/TS, 0.010∼0.077m on the non-ambiguity fixed solutions in the urban area, 0.008∼0.078m in the open area. it proved to be valid because it is within the allowed connecting errors, i.e 12cm on the baseline of l00m in 1/1,200 cadastral map.