倾斜摄影测量中像控点数量对模型精度的影响研究
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  • 英文篇名:Study on the Influence of the Number of Image Control Points on Model Accuracy in Oblique Photogrammetry
  • 作者:毕波 ; 喜文飞
  • 英文作者:Bi Bo;Xi Wenfei;College of Tourism and Geographic Sciences,Yunnan Normal University;
  • 关键词:倾斜摄影测量 ; Smart ; 3D ; 三维模型 ; 控制点 ; 精度
  • 英文关键词:Oblique photogrammetry;;Smart 3D;;Three-dimensional model;;Control point;;Accuracy
  • 中文刊名:GSKX
  • 英文刊名:Journal of Gansu Sciences
  • 机构:云南师范大学旅游与地理科学学院;
  • 出版日期:2018-11-27
  • 出版单位:甘肃科学学报
  • 年:2018
  • 期:v.30;No.136
  • 基金:云南省教育厅研究基金资助性项目(2016ZZX067);; 云南省科技厅基金项目(2017FB078)
  • 语种:中文;
  • 页:GSKX201806005
  • 页数:5
  • CN:06
  • ISSN:62-1098/N
  • 分类号:27-31
摘要
为了研究像控点数量对三维模型精度产生的影响。利用倾斜摄影测量技术方法,以云南师范大学呈贡校区东区为例,采用Smart 3D软件构建三维模型,分析3组控制点对平面和高程精度的影响,实例验证的结论是:当控制点数量为5个、9个、11个时,地面检核点Y轴精度分别为5.8cm、4.0cm、3.6cm,X轴精度分别为6.1cm、5.1cm、3.7cm,高程精度分别为6.5cm、6.1cm、5.8cm;空间检核点高程精度分别为6.5cm、4.4cm、3.3cm。
        For the purpose of studying the influence of the number of image control points on the accuracy of three-dimensional models,this paper takes the East District of Chenggong Campus of Yunnan Normal University as an example,uses oblique photogrammetry technique,adopts Smart 3 Dsoftware to construct a three-dimensional model,and analyzes the influence of three groups of control points on the plane and elevation accuracy.The results of the example validation are as follows:when the number of control points is 5,9 and 11,the accuracy of Y axis of ground check points is respectively 5.8 cm and 4.0 cm,while the accuracy of X-axis is 6.1 cm,5.1 cm and 3.7 cm,the elevation accuracy is respectively 6.5 cm,6.1 cm and5.8 cm,and the elevation accuracy of space check points is respectively 6.5 cm,4.4 cm and 3.3 cm.
引文
[1]刘庆元,徐柳华,沈彩莲.基于无人飞行器遥感影像的数字摄影测量关键技术研究[J].测绘科学,2010,35(9):28-30.
    [2]周晓敏,孟晓林,张雪萍.倾斜摄影测量的城市真三维模型构建方法[J].测绘科学,2016,41(9):159-163.
    [3]朱国强,刘勇,程鹏正.无人机倾斜摄影技术支持下的三维精细模型制作[J].测绘通报,2016,(9):151-152.
    [4] Nex F,Remondino F.UAV for 3D Mapping Applications[J].A Review.Appl.Geomat,2014,(6):1-15.
    [5] Eisenbeiss H,Sauerbier M.Investigation of UAV Systems and Flight Modes for Photogrammetric[J].Applications.Photogramm.Rec.,2011,(26):400-421.
    [6] Fernández-Hernandez J,González-Aguilera D,Rodríguez-Gonzálvez P,et al.Image-basedmodelling from Unmanned Aerial Vehicle(UAV)Photogrammetry:An Effective,Low-cost Tool Forarchaeological Applications[J].Archaeometry,2015,(57):128-145.
    [7] Zhang C,Kovacs J M.The Application of Small Unmanned Aerial Systems for Precision Agriculture:A Review Precis[J].Agric,2012,(13):693-712.
    [8] Berni J,Zarco-Tejada P,Suárez L,et al.Remote Sensing of Vegetation from UAV Platforms Using Lightweight Multispectral and Thermal Imaging Sensors[J].Proc.ISPRS,2009,(38):22-29.
    [9] Puri A,Valavanis K,Kontitsis M.Statistical Profile Generation for Traffic Monitoring Using Real-time UAVbased Video Data[J].In Proceedings of the Mediterranean Conference on Control&Automation,Athens,Greece,2007,(6):27-29.
    [10] Moe K,Toschi I,Poli D.Change Production Pipeline-surveying and Mapping with Oblique Camera[J].ISPRS Congress,2016:631-633.
    [11]包丹丹.倾斜摄影测量的空三精度和三维模型精度的评估方法研究[D].天津:天津师范大学,2017.
    [12]曹琳.基于无人机倾斜摄影测量技术的三维建模及其精度分析[D].西安:西安科技大学,2017.
    [13]杨国东,王民水.倾斜摄影测量技术应用及展望[J].测绘与空间地理信息,2016,39(1):13-15.
    [14]李德仁,刘立坤,邵振峰.集成倾斜航空摄影测量和地面移动测量技术的城市环境监测[J].武汉大学学报:信息科学版,2015,40(4):427-435.

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