GPS/INS AT(Aerial Triangulation) Evaluation According to GPS Processing Time

GPS 위성신호의 처리시간에 따른 GPS/INS 사진기준점측량의 정확도

  • 이승헌 (한진정보통신 GIS 사업부문) ;
  • 위광재 (한진정보통신 GIS 사업부문, 성균관대 건설환경시스템공학과) ;
  • 김승용 (한진정보통신 GIS 사업부문) ;
  • 이재원 (동아대학교 공과대학 토목공학과)
  • Published : 2006.04.01

Abstract

As GPS 'selective availability' was turned off in 2000, GPS related fields and markets are explosively extended. In mapping area, GPS/INS aided photogrammetry proved it is much cost and time effective method keeping enough accuracy as compared with traditional photogrammetry works. The advantage of GPS/INS integration is interdependence. Even if GPS signal was blocked in some time, the position accuracy is not affected. In this study, various GPS signal time gap was used in GPS/INS AT process. Field surveyed ground points were used in accuracy check with GPS/INS AT check points. And the result showed enough accuracy of photogrammetry work rule of NGII. y.

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