Acta Geodaetica et Cartographica Sinica >

2018 , Vol. 47 >Issue 6: 748 - 759

DOI: https://doi.org/10.11947/j.AGCS.2018.20170632

Normal Physics Model of Aerial Remote Sensing Platform and Systemic Accuracy Assessment Variable Baseline-height Ratio

  • YAN Lei ,
  • LI Yingcheng ,
  • ZHAO Shihu ,
  • YUAN Xiuxiao ,
  • SONG Yan ,
  • ZHONG Yubiao ,
  • XUE Qingsheng
Expand
  • 1. Institute of Remote Sensing and Geographic Information System, Beijing Key Lab. of Spatial Information Integration and Its Applications, Peking University, Beijing 100871, China;
    2. Chinese Academy of Surveying and Mapping, Beijing 100039, China;
    3. China TOPRS Technology Co. Ltd., Beijing 100039, China;
    4. Satellite Surveying and Mapping Application Center, NASG, Beijing 101300, China;
    5. School of Remote Sensing and Information Engineering, Wuhan University, Wuhan 430079, China;
    6. Faculty of Information Engineering, China University of Geosciences, Wuhan 430074, China;
    7. Changchun Institute of Optics, Fine Mechanics and Physics, Chinese Academy of Sciences, Changchun 130033, China

Received date: 2017-11-13

  Revised date: 2018-03-27

  Online published: 2018-06-21

Supported by

The National Major Plan Research and Development Project (No.2017YFB0503003);The National Natural Science Foundation of China (No.11174017);The National 863 Subject (Nos.2007AA12Z111;2006AA12Z119);The Special Research Fund for Doctoral Programs in Colleges and Universities (No.20130001110046)

Fold

Abstract

Accuracy is a key factor in high-resolution remote sensing and photogrammetry.The factors that affect accuracy are imaging system errors and data processing errors.Because of the complexity of aerial camera system errors,this paper focuses on the design of digital aerial camera system,to reduce the system error and provide data procession fundamentally.There are many kinds of digital aerial camera system at present,but lacking a unified physical model,which causes the system to be built in multi-camera and multi-rigid model.Such system is complex,costly,and difficult to describe,and is easily affected by factors such as vibration and temperature,so the installed accuracy can only reach millimeter level.For this reason,this paper proposes the unified physical structure of digital aerial camera,which imitates the theory of out-of-field multi-CCD,in-field multi-CCD,and once-imaging and twice-imaging digital camera systems.Considering this,the spatial-temporal representation of the variable baseline-height ratio is established.From the variable baseline-height ratio,we can link the opto-mechanical spatial parameters with the elevation accuracy,so that to achieve connection between the surface elevation with opto-mechanical structural parameter; further designing the twice-imaging digital camera prototype system and the wideband limb imaging spectrometer,which provides prototype for transformation from the current multi-rigid,one-time imaging aerial camera to single rigid structure.Our research has laid a theoretical foundation and prototype references for the construction and industrialization of digital aerial system.

Key words： systemic accuracy; digital aerial camera; normal physical model of digital aerial camera; variable baseline-height ratio spatial temporal model; single rigid structure; catadioptric optical mirror

Cite this article

YAN Lei , LI Yingcheng , ZHAO Shihu , YUAN Xiuxiao , SONG Yan , ZHONG Yubiao , XUE Qingsheng . Normal Physics Model of Aerial Remote Sensing Platform and Systemic Accuracy Assessment Variable Baseline-height Ratio[J]. Acta Geodaetica et Cartographica Sinica, 2018 , 47(6) : 748 -759 . DOI: 10.11947/j.AGCS.2018.20170632

References

[1] 李德仁,袁修孝.误差处理与可靠性理论[M].2版.武汉:武汉大学出版社,2013. LI Deren,YUAN Xiuxiao.Error Processing and Reliability Theory[M].2nd ed.Wuhan:Press of Wuhan University,2013.
[2] 张祖勋,张剑清.数字摄影测量学[M].武汉:武汉大学出版社,2001. ZHANG Zuxun,ZHANG Jianqing.Principles of Digital Photogrammetry[M].Wuhan:Press of Wuhan University,2001.
[3] 童小华,叶真,刘世杰.高分辨率卫星颤振探测补偿的关键技术方法与应用[J].测绘学报,2017,46(10):1500-1508.DOI:10.11947/j.AGCS.2017.20170384. TONG Xiaohua,YE Zhen,LIU Shijie.Essential Technology and Application of Jitter Detection and Compensation for High Resolution Satellites[J].Acta Geodaetica et Cartographica Sinica,2017,46(10):1500-1508.DOI:10.11947/j.AGCS.2017.20170384.
[4] 张建霞,刘宗杰,刘先林.国产数码航摄仪应用于我国西部测图分析[J].测绘科学,2010,35(1):36-38. ZHANG Jianxia,LIU Zongjie,LIU Xianlin.The Simple Analysis of the Application of Chinese Digital Aerial Camera to Western Mapping in China[J].Science of Surveying and Mapping,2010,35(1):36-38.
[5] 段福洲,宫辉力,李小娟,等.SWDC数字航空摄影仪在特大地震灾害中的应用[J].自然灾害学报,2009,18(5):36-40. DUAN Fuzhou,GONG Huili,LI Xiaojuan,et al.Application of SWDC Aerial Digital Camera to Violent Earthquake Disasters[J].Journal of Natural Disasters,2009,18(5):36-40.
[6] 李天子,王留召.大面阵数字航摄仪-SWDC系统优势及应用[J].辽宁工程技术大学学报(自然科学版),2013,32(6):797-801. LI Tianzi,WANG Liuzhao.System Advantage and Application of Digital Airborne Photogrammetric Camera-SWDC With Larger Plane Array[J].Journal of Liaoning Technical University (Natural Science),2013,32(6):797-801.
[7] 何欣年.航空数字相机的发展与应用[J].遥感技术与应用,2000,15(2):124-129. HE Xinnian.Development and Application of Airborne Digital Camera[J].Remote Sensing Technology and Application,2000,15(2):124-129.
[8] 李健,刘先林,刘凤德,等.SWDC-4大面阵数码航空相机拼接模型与立体测图精度分析[J].测绘科学,2008,33(2):104-106. LI Jian,LIU Xianlin,LIU Fengde,et al.Mosaic Model of SWDC-4 Large Form at Aerial Digital Camera and Accuracy Analysis of Stereo Mapping[J].Science of Surveying and Mapping,2008,33(2):104-106.
[9] HINZ A,HEIER H.The Z/I Imaging Digital Camera System[J].The Photogrammetric Record,2000,16(96):929-936.
[10] 赵桂华.大面阵CCD数字航空相机影像预处理技术研究[D].郑州:解放军信息工程大学,2012. ZHAO Guihua.Research on Image Preprocessing of Large Format CCD Digital Aerial Camera[D].Zhengzhou:PLA Information Engineering University,2012.
[11] 方勇,崔卫平,马晓锋,等.单镜头多面阵CCD相机影像拼接算法[J].武汉大学学报(信息科学版),2012,37(8):906-910. FANG Yong,CUI Weiping,MA Xiaofeng,et al.Image Stitching Algorithm of Digital Camera with Single Field Lens and Multiple Area CCD[J].Geomatics and Information Science of Wuhan University,2012,37(8):906-910.
[12] LEBERL F,GRUBER M.ULTRACAM-D:Understanding Some Noteworthy Capabilities[C]//Photogrammetric Week 2005.Stuttgart:[s.n.],2005:57-68.
[13] 沈添天,赵康年,赵世湖,等.二次成像航摄相机数字后背的设计与定标[J].全球定位系统,2009,34(3):33-37. SHEN Tiantian,ZHAO Kangnian,ZHAO Shihu,et al.Design and Calibration for Digital Backing System of Twice-Imaging Aviation Camera[J].GNSS World of China,2009,34(3):33-37.
[14] 段依妮.遥感影像立体定位的相对辐射校正和数字基高比模型理论研究[D].北京:北京大学,2015. DUAN Yini.Study on Relative Radiometric Correction and Digital Baseline-height Ratio Model for Stereo Mapping[D].Beijing:Peking University,2015.
[15] CRAIG J C.Comparison of Leica ADS40 and Z/I Imaging DMC High-resolution Airborne Sensors[C]//Proceedings of Volume 5655,Multispectral and Hyperspectral Remote Sensing Instruments and Applications Ⅱ.Honolulu,Hawai'i:SPIE,2005,5655:271-281.
[16] 王之卓.摄影测量原理[M].武汉:武汉大学出版社,2007. WANG Zhizhuo.Principles of Photogrammetry[M].Wuhan:Press of Wuhan University,2007.
[17] ACKERMANN F.Practical Experience with GPS Supported Aerial Triangulation[J].The Photogrammetric Record,1994,14(84):860-874.
[18] 段依妮.遥感影像立体定位的相对辐射校正和数字基高比模型理论研究[J].测绘学报,2015,44(2):235-235.DOI:10.11947/j.AGCS.2015.20140373. DUAN Yini.Study on Relative Radiometric Correction and Digital Baseline-height Ratio Model for Stereo Mapping[J].Acta Geodaetica et Cartographica Sinica,2015,44(2):235-235.DOI:10.11947/j.AGCS.2015.20140373.
[19] 张剑清,胡安文.多基线摄影测量前方交会方法及精度分析[J].武汉大学学报(信息科学版),2007,32(10):847-851. ZHANG Jianqing,HU Anwen.Method and Precision Analysis of Multi-baseline Photogrammetry[J].Geomatics and Information Science of Wuhan University,2007,32(10):847-851.
[20] DUAN Yini,YAN Lei,ZHONG Yubiao,et al.A New Method of Improving Height Accuracy of Airborne Photogrammetry Using a Multi-camera System[C]//Proceedings of 2014 IEEE International Geoscience and Remote Sensing Symposium.Qubec City:IEEE,2014:13-18.
[21] 姚继锋.多传感器集成检校的理论方法与实践[D].青岛:山东科技大学,2011. YAO Jifeng.The Theoretical Approach and Praxis of Multi-sensor System Calibration[D].Qingdao:Shandong University of Science and Technology,2011.
[22] 张祖勋.航空数码相机及其有关问题[J].测绘工程,2004,13(4):1-5. ZHANG Zuxun.Aspects on Aerial Digital Cameras[J].Engineering of Surveying and Mapping,2004,13(4):1-5.
[23] 赵世湖.数字航摄相机几何辐射传输模型的建立及二次成像原型系统验证[D].北京:北京大学,2010. ZHAO Shihu.Digital Aerial Camera's Geometric Radiative Modeling and Its Validation in Twice Imaging Prototype System[D].Beijing:Peking University,2010.
[24] 张红蕾.新型航摄相机多路成像控制与光机结构设计及一体化实现[D].北京:中国矿业大学,2009. ZHANG Honglei.Multi-channel Imaging Control and Opto-mechanical Structure Design and Integrated Implementation of New Aerial Camera[D].Beijing:China University of Mining and Technology,2009.
[25] DALSA Professional Imaging.FTF4052M 22M full-frame CCD image sensor data sheet[M].Canada:DALSA,2006.
[26] 郁道银,谈恒英.工程光学[M].北京:机械工业出版社,2011. YU Daoyin,TAN Hengying.Engineering Optics[M].Beijing:China Machine Press,2011.
[27] 薛庆生.折反式大口径星敏感器光学设计及杂散光分析[J].光学学报,2016,36(2):171-177. XUE Qingsheng.Optical Design and Stray Light Analysis for Large Aperture Catadioptricstar Sensor[J].Acta Optica Sinica,2016,36(2):171-177.
[28] 晏磊,李英成,段晓辉,等.一种二次成像摄影方法及装置:中国,CN200710099585.7[P].2007-10-24. YAN Lei,LI Yingcheng,DUAN Xiaohui,et al.Secondary Imaging Shooting Method and Device:CN,CN200710099585.7[P].2007-10-24.
[29] 晏磊,段依妮,赵红颖,等.一种利用数字基高比时间模型的高程定位精度提升方法:中国,CN201410406891.0[P].2014-08-18. YAN Lei,DUAN Yini,ZHAO Hongying,et al.Elevation Positioning Accuracy Lifting Method Using Digital Base-height Ratio Time Model:CN,CN201410406891.0[P].2014-08-18.
[30] 晏磊,赵海盟,段依妮,等.一种基于数字基高比模型的高程精度估算方法:中国,CN201410058165.4[P].2014-02-20. YAN Lei,ZHAO Haimeng,DUAN Yini,et al.Vertical Accuracy Estimation Method Based on Digital Base-height Ratio Model:CN,CN201410058165.4[P].2014-02-20.
Options
Outlines

/

〈 〉