Earticle

다운로드

RTK-UAV 사진측량 기반의 비행 고도 변화에 따른 지상해상도(GSD)와 기하학적 복원 정밀도 분석 - 건축 실무 허용오차 범위를 중심으로 한 40m 및 70m 고도 비교 연구 -
Analysis of Ground Sample Distance (GSD) and Geometric Reconstruction Accuracy Based on Flight Altitude in RTK-UAV Photogrammetry - A Comparative Study of 40m and 70m Altitudes Focusing on Architectural Practice Tolerance Limits -

  • 간행물
    대한건축학회연합논문집 KCI 등재 바로가기
  • 권호(발행년)
    제28권 제2호 통권 132호 (2026.04) 바로가기
  • 페이지
    pp.67-74
  • 저자
    양현수
  • 언어
    한국어(KOR)
  • URL
    https://www.earticle.net/Article/A483819

원문정보

초록

영어
As smart construction and digital twin technologies expand, the demand for high-precision 3D spatial information in architectural practice is increasing. This study empirically analyzes the impact of flight altitude variations on 3D reconstruction precision in complex terrains with dense vegetation using RTK-UAV photogrammetry. The experiment was conducted in Dukcheon-ri, Jeju (132,922㎡), utilizing an RTK-enabled UAV equipped with a mechanical shutter and high-precision ground GNSS (Trimble R12i) data for validation. The flight scenarios were categorized into 40m (Scenario A), the low-altitude threshold considering tree height and safety clearance, and 70m (Scenario B), the practical maximum altitude for maintaining ground point visibility. The analysis revealed vertical RMSE values of 0.0450m for Scenario A and 0.0486m for Scenario B. These results indicate that despite a 75% increase in flight altitude, the error increment was only 3.6mm, with both scenarios comfortably meeting the 10cm tolerance required by building acts and cadastral survey regulations. Notably, the 70m altitude scenario reduced data acquisition and processing time by approximately 50% compared to the 40m scenario, confirming it as a practical threshold that balances engineering reliability and economic efficiency. This study demonstrates that RTK-UAV surveying data serves as a highly reliable foundation for preliminary site analysis in architectural planning and design.

목차

Abstract
1. 서론
1.1 연구배경 및 목적
1.2 연구범위 및 방법
2. 이론적 배경 및 관련 규정
2.1 UAV 사진측량 및 SfM 알
2.2 RTK-VRS 기반의 위치 보정 및 구속 원리
2.3 국내 관련 규정 및 정확도 기준
3. 연구 방법
3.1 대상지 선정 및 촬영 장비
3.2 비행 시나리오 설계
3.3 데이터 처리 및 정확도 검증
4. 분석 결과
4.1 대상지 처리 품질 및 내부 정합성 분석
4.2 수치 정밀도(RMSE) 분석
5. 논의
5.1 GSD변화와 건축 실무 허용오차의 상관관계
5.2 데이터 처리 리소스와 작업 효율성
5.3 지형 복원의 물리적 한계
6. 결론
REFERENCES

저자

  • 양현수 [ Yang, Hyeon-Su | 동아대학교 건축학과 조교수, 건축석사 ] Corresponding Author

참고문헌

자료제공 : 네이버학술정보

    간행물 정보

    • 간행물
      대한건축학회연합논문집 [Journal of the Regional Association of Architectural Institute of Korea]
    • 간기
      격월간
    • pISSN
      1229-5752
    • 수록기간
      1999~2026
    • 등재여부
      KCI 등재
    • 십진분류
      KDC 540 DDC 690