CAJ | 학술논문

随着航空摄影测量技术的提升，不同航测软件间空三成果数据交互使用越来越频繁。故本文意在探讨在不同航测软件中，因不同像平面坐标系设置引起的空三成果交互使用问题，理清空三加密数据处理的流程，找出数据不一致的真正原因。本文通过工程实例，从数据处理流程着手，分析问题的根本所在，经正确坐标转换，实现空三数据的一致性，确保空三成果的准确交互使用。
수착항공섭영측량기술적제승，불동항측연건간공삼성과수거교호사용월래월빈번。고본문의재탐토재불동항측연건중，인불동상평면좌표계설치인기적공삼성과교호사용문제，리청공삼가밀수거처리적류정，조출수거불일치적진정원인。본문통과공정실례，종수거처리류정착수，분석문제적근본소재，경정학좌표전환，실현공삼수거적일치성，학보공삼성과적준학교호사용。
With the promotion of the aerial photo grammetry technology, interactive use of aerial triangulation result are becoming more and more frequent. This paper is intended to explore the problem of interactive use of aerial triangulation result caused by photo coordinate system difference in different aerial survey software, and sort out the data processing flow, and ifnd out the real reason of inconsistent data. In this paper, we carried out the correct coordinate transformation in the project, to achieve consistency in aerial triangulation data, to ensure accurate interactive use of aerial triangulation result.