GNSS 정지측위기법을 활용한 무등산 주변 삼각점 성과 분석
Accuracy Analysis of Triangulation Point around Mudeung Mountain using GNSS Static Survey Method
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참고문헌
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초록
Since 1910, the triangulation points have been used but the government went through confusing time such as 6.25 war. As a result, approximately the 75% of these points were damaged or lost. After that, from 1975 to 1986, The National Geographic Information Institute had restored triangulation points including the improvement project of geodetic control points in order to maintain triangulation points. In spite of the trig points completed restoration, The National Geographic Information Institute requires reorganization due to the negligence of maintenance as well as need to check the consistent relationship among the currently maintained triangulation points. Therefore, the purpose of this study is to check the consistent relationship by adjusting the surveying network and using the GNSS Static Survey Method based on forth triangulation points in the Mudeung Mountain.
Abstract
Since 1910, the triangulation points have been used but the government went through confusing time such as 6.25 war. As a result, approximately the 75% of these points were damaged or lost. After that, from 1975 to 1986, The National Geographic Information Institute had restored triangulation points including the improvement project of geodetic control points in order to maintain triangulation points. In spite of the trig points completed restoration, The National Geographic Information Institute requires reorganization due to the negligence of maintenance as well as need to check the consistent relationship among the currently maintained triangulation points. Therefore, the purpose of this study is to check the consistent relationship by adjusting the surveying network and using the GNSS Static Survey Method based on forth triangulation points in the Mudeung Mountain.
참고문헌 (7)
- 곽재하, "인공위성 관측에 의한 지적측량 기준점 선정에 관한 연구", 박사, 토목공학, pp.2001
- 김철수, "삼각점 성과의 비교분석 및 개선방안 : 경기도 연천군 관내를 중심으로", 석사, 지적GIS학, pp.2003
- 양영보, "도서지역 기준점의 정확도 해석에 의한 측지 기준망 활용", 박사, 토목공학, pp.2006
- 임현석, "GPS에 의한 삼각점 성과 비교 연구 : 경상남도를 중심으로", 석사, 지적학, pp.2009
- 정낙군, "GPS 측량에 의한 서울특별시 지적삼각점 측량성과 분석", 석사, 지리정보공학, pp.2002
- 정영동, "제주지역의 국가 기준점 정확도 분석", 한국측량학회지, 23(3), pp.273~282 (2005), 한국측량학회
- 최영락, "GPS를 이용한 지적측량 기준점 성과 분석", 석사, 도시공학, pp.2003