Analysis of GPS Levelling in Small Area for Precise Leveling

정밀 수준측량을 위한 소규모 지역에서의 GPS 수준성과 분석

  • 강준묵 (충남대학교 공과대학 토목공학과) ;
  • 임영빈 (국립 한밭대학교 공과대학 토목공학) ;
  • 이은수 (충남대학교 공과대학 토목공학) ;
  • 선재현 (충남대학교 공과대학 토목공학과)
  • Published : 2004.04.01

Abstract

In this study, the levelling and the GPS levelling were carried out with 6 points in 2km${\times}$2km area and the results were analysed. As a result of this research, we had to observe more than 15 minutes to get the height accuracy of 10mm by single frequency GPS receiver in relative surveying. We could not get more better accuracy than 10mm. we could get the height accuracy of within 10mm from observing only more than 5 minutes by double frequency GPS receiver, and of within about 3mm from observing more than 10 minutes. When the number of fixed points is within 3, the level net adjustment result is very close to the one of direct levelling survey. When the number of fixed points is 3, the less the area of triangle the better the adjustment result, and the case of including measure point has more better accuracy than that of non-including measure point.

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