期刊文献+

无人机倾斜摄影测量土方计算及精度评定 被引量:51

UAV tilt photogrammetry earthwork calculation and accuracy evaluation
下载PDF
导出
摘要 无人机倾斜摄影技术的不断发展为土方测量中存在的受地形限制,费时耗力等问题提供了解决途径。本文详细阐述了结合PhotoScan软件进行无人机倾斜摄影土方计算的方法,介绍了点云分类方法与非地面点高程值修正方法。通过对地面控制点、点云分类方法和非地面点高程等因素进行分析,提出了地面控制点布设优化三原则,并利用RTK土方计算结果对无人机倾斜摄影测量土方计算结果进行精度分析。结果表明:利用无人机倾斜摄影技术进行土方计算,不仅能够简化内外业工作流程,降低生产成本,同时,通过对地面控制点布设、点云分类方法和非地面点高程改进方法等影响因素进行优化,还能够在一定程度上提高土方计算的精度。 With the development of the tilt photography technology of the unmanned aerial vehicle(UAV),it provides a solution to the some difficult work in earthwork measurement,such as terrain limitation,time-consuming and labor-intensive.In this paper,a method of earthwork calculation is described with UAV tilt photography supporting by PhotoScan software.The classification method of point cloud and the value correction method of non-ground point elevation are introduced.By analyzing the ground control points,point cloud classification methods and non-ground point elevations,this paper proposes three principles for optimizing non-ground point layout.The accuracy of the earthwork calculation of tilt photography is verified with the real-time kinematic(RTK)GPS method.The result shows that the use of UAV tilt photography technology in earthwork calculation can not only simplify the on-field and in-door survey work,but also save cost.The accuracy of earthwork calculation can be improved through properly setting ground control points,improving point cloud classification,correct non-ground point elevation.
作者 李博 徐敬海 LI Bo;XU Jinghai(College of Geomatics Engineering,Nanjing University of Technology,Nanjing 211816,China)
出处 《测绘通报》 CSCD 北大核心 2020年第2期102-106,112,共6页 Bulletin of Surveying and Mapping
基金 国家重点研发计划(2018YFC0704305-04,2018YFC1504503) 江苏省建设系统科技项目(2018JH011).
关键词 无人机 倾斜摄影测量 土方计算 土方精度 PhotoScan unmanned aerial vehicle(UAV) tilt photogrammetry earthwork calculation earthwork accuracy PhotoScan
  • 相关文献

参考文献10

二级参考文献67

共引文献150

同被引文献376

引证文献51

二级引证文献134

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部