云贵高原地区缺少控制点的卫星影像几何纠正
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摘要
随着卫星遥感技术的快速发展,高空间分辨率线阵推扫CCD卫星遥感影像应用越来越广泛。传统的影像纠正方法需要采集足够数量且分布均匀的地面控制点,但是在云贵高原地区由于高差较大,地面特征不明显,或因人员难以到达,或因没有足够时间来处理,地面控制点的获取往往比较困难。因此,研究云贵高原缺少控制点甚至无控制点条件下的线阵推扫CCD卫星遥感影像几何纠正具有重要意义。
本文首先介绍了前人的研究成果,在系统分析前人研究成果的基础上,针对SPOT5-1A级影像和CBERS-02一级影像进行了试验。本文通过Erdas 9.2 LPS模块对SPOT5-1A级影像进行了无控制点和缺少控制点条件下的几何纠正试验；同时利用GDAL命令行工具分别针对SPOT5-1A级影像和CBERS-02一级影像进行无控制点和缺少控制点条件下的几何纠正试验。在试验的基础上,进行了精度对比分析。研究结果表面,在无控制点条件下,通过卫星遥感影像自带的辅助数据文件对其纠正,进行对地目标定位效果不太好,需要继续深入研究；在缺少控制点条件下,进行对地目标定位是可行的,有较好的应用前景。
With the rapid development of Satellite remote sensing technology, high spatial resolution push broom linear CCD Satellite remote sensing image has been widely used. The common method of geometrical rectification need collect enough Ground Control Points which is well distribution. But at Yunnan-Guizhou plateau, with the relatively large height difference, ground control points are more than a little difficult to achieve, due to reasons like that the ground features are not obvious enough, or it is difficult for researcher to arrive there, or there is not enough time and so on. So it is of great significance to research on geometric rectification of satellite remote sensing image in conditions of lack of GCPs or without GCPs at Yunnan-Guizhou plateau.
The previous research results is introduced at first. On the base of Systematic analysis of previous research results, tests are conducted based on SPOT5-1A and CBERS-02 level 1 imagery. SPOT5-1A image is certificated in the conditions of lack of GCPs and without GCPs by Erdas 9.2 LPS subject.M Moreover, an open source imagery processing library, is introduced to carry out the correct test with its command line utility, for SPOT5-1A and CBERS-02 level 1 imagery in conditions of lack of GCPs and without GCPs. On the base of these tests, a comparative analysis is conducted.
On the condition of without GCP, it shows that the result of correcting the satellite remote sensing imagery with its auxiliary data is not good enough. Further study need to be carried out in the future. But in the condition of in lack of GCP, it is possible to positioning for ground, and has a good perspect.
本文首先介绍了前人的研究成果,在系统分析前人研究成果的基础上,针对SPOT5-1A级影像和CBERS-02一级影像进行了试验。本文通过Erdas 9.2 LPS模块对SPOT5-1A级影像进行了无控制点和缺少控制点条件下的几何纠正试验；同时利用GDAL命令行工具分别针对SPOT5-1A级影像和CBERS-02一级影像进行无控制点和缺少控制点条件下的几何纠正试验。在试验的基础上,进行了精度对比分析。研究结果表面,在无控制点条件下,通过卫星遥感影像自带的辅助数据文件对其纠正,进行对地目标定位效果不太好,需要继续深入研究；在缺少控制点条件下,进行对地目标定位是可行的,有较好的应用前景。
With the rapid development of Satellite remote sensing technology, high spatial resolution push broom linear CCD Satellite remote sensing image has been widely used. The common method of geometrical rectification need collect enough Ground Control Points which is well distribution. But at Yunnan-Guizhou plateau, with the relatively large height difference, ground control points are more than a little difficult to achieve, due to reasons like that the ground features are not obvious enough, or it is difficult for researcher to arrive there, or there is not enough time and so on. So it is of great significance to research on geometric rectification of satellite remote sensing image in conditions of lack of GCPs or without GCPs at Yunnan-Guizhou plateau.
The previous research results is introduced at first. On the base of Systematic analysis of previous research results, tests are conducted based on SPOT5-1A and CBERS-02 level 1 imagery. SPOT5-1A image is certificated in the conditions of lack of GCPs and without GCPs by Erdas 9.2 LPS subject.M Moreover, an open source imagery processing library, is introduced to carry out the correct test with its command line utility, for SPOT5-1A and CBERS-02 level 1 imagery in conditions of lack of GCPs and without GCPs. On the base of these tests, a comparative analysis is conducted.
On the condition of without GCP, it shows that the result of correcting the satellite remote sensing imagery with its auxiliary data is not good enough. Further study need to be carried out in the future. But in the condition of in lack of GCP, it is possible to positioning for ground, and has a good perspect.
引文
[1]张永生,巩丹超等.高分辨率遥感卫星与应用.北京：科学出版社,2004
[2]宁津生,陈俊勇,李德仁等.测绘学概论(第二版).武汉：武汉大学出版社,2008
[3]NASA、ASPRS等The 10-Year Remote Sensing Industry Analysis 2002
[4]张过.缺少控制点的遥感影像对地目标定位研究：[博士学位论文].武汉：武汉大学,2005
[5]Thierry Toutin.Review Paper:Geometric processing of remote sensing、images、models、algorithms and methods. International Journal of Remote Sensing,2004
[6]张剑清,张祖勋.高分辨率遥感影像基于仿射变换的严格几何模型[J].武汉大学学报·信息科学版.Vol.27 No6.2002年12月第27卷第6期
[7]袁修孝,张过.缺少控制点的卫星遥感对地目标定位[J].武汉大学学报·信息科学版.Vol.28No5.
[8]younian wang. AUTOMATED TRIANGULATION OF LINEAR SCANNER IMAGERY. Proc. Joint ISPRS WorkgroupsI/1,I/3,I/4 on Sensors and Mapping from Space 1999, Hanover,1999
[9]宫鹏强.线阵CCD遥感卫星影像目标精确定位技术研究与实践：[硕士学位论文]郑州：解放军测绘学院,2003
[10]我国地理空间信息技术的需求报告来源：国家多个部门统计数据
[11]朱述龙、史文中.线阵推扫式影像近似几何纠正算法的精度比较[J].遥感学报.,2004,8(3)：220-226
[12]GDAL org:http://www.gdal.org
[13]http://wiki.woodpecker.org.cn/moin/lilin/gdal-utils
[14]张继贤,张永红,林宗坚,SPOT影像像点位移的研究,测绘科学,2000,25(1)：19-22
[15]http://earth.google.com/userguide/v4/google_earth_user_guide.pdf
[16]MARS (Managing Agricultural Resources and Security) 14th Annual Conference,2008
[17]2008年6月15日973后期计划及2008年度中期检查会议会议纪要
[18]龚健雅,对地观测数据处理与分析研究进展.武汉：武汉大学出版社2007
[19]马永立地图学教程南京：南京大学出版社1998
[20]徐绍铨,张华海,杨志强GPS测量原理及应用.武汉：武汉大学出版社2005
[21]钱能C++程序设计(第一版)北京：清华大学出版社1998
[22]杨淑莹VC++图像处理程序设计(第二版),北京：清华大学出版社北京交通大学出版社2005
[23]高守传姚领田Visual C++实践与提高—数字图像处理与工程应用篇.北京：中国铁道出版社2006
[24]周长发、精通Visual C++图像编程北京：电子工业出版社2000
[25]刘海原,SPOT图像的几何纠正,解放军测绘学院院报.1998,15(1)：51-53
[26]刘云峰,李岩,不同DEM数据对卫星遥感影像纠正精度的影响.测绘通报.2002,第七期：26-28
[27]万志龙,沈智毅,有理函数模型实现影像像点定位和纠正的方法,测绘学院学报,2002,19(3)：189-194
[28]林宗坚,遥感影像无(稀少)地面控制点纠正技术,地理与地理信息科学,2003,19(4)：64-65
[29]巩丹超,邓雪清,张云彬,新型遥感卫星传感器几何模型—有理函数模型,海洋测绘,2003,23(1)：31-34
[30]唐海蓉,向茂生,朱敏慧,Landsat7图象系统级几何纠正算法研究,中国图象图形学报,2003,8A(9)：1008-1014
[31]张剑清,张勇,郑顺义等,高分辨率遥感影像的精纠正,武汉大学学报.信息科学版,2004,20(1])：994-998
[32]张智安,陈良健,严密几何模式与有理函数模式于QuickBird卫星影像几何改正之比较,航测及遥测学刊,10(2)：183-190
[33]宁晓刚,张晓东,胡进刚,SPOT5影像严格几何纠正方法研究,测绘信息与工程,2005,30(1)：43-45
[34]汤亚波,徐守时,一种卫星遥感图像目标位置快速精校正的新方法,遥感学报,2005,9(6)：653-658
[35]刘军,王冬红,刘敬贤等,利用RPC模型进行IKONOS影像的精确定位,测绘科学技术学报,2006,23(3)：228-232
[36]张永军,张勇,SPOT5 HRS立体影像无(稀少)控制绝对定位技术研究,武汉大学学报.信息科学版,2006,31(11)：941-944
[37]万幼川,刘良明,张永军,我国摄影测量与遥感发展探讨,测绘通报,2007,第1期,1-4
[38]郑琳,陈鹰,林怡,SPOT影像的RPC模型纠正,测绘与空间地理信息,30(2)：16-19
[39]江琦,曹建君,蔡喜琴等,QuickBird高分辨率卫星影像的几何纠正与应用前景,测绘科技信息交流论文集,见：2007全国测绘科技信息交流会暨信息网创建30周年庆典2007全国测绘科技信息交流会暨信息网创建30周年庆典论文汇编,北京
[40]饶艳伟,唐新明,王华斌等,SPOT HRG影像无控制正射纠正实验与精度分析,测绘科学,2008,339(3)：82-84
[41]虞继进,黄健,基于IRS-P5遥感影像的试验与精度分析,华东六省—市测绘学会学术交流会江苏省推荐论文,2006
[42]Fei Ma, QUICKBIRD BASIC IMAGE GEOREFERENCING USING RIGOROUS SENSOR MODEL, In:MMT2004 kunming
[43]C.S.Fraser *, T.Yamakawa,Insights into the affine model for high-resolution satellite sensor orientation,ISPRS Journal of Photogrammetry & Remote Sensing,58(2004),275-288
[44]S.Vassilopoulou a*, L.Hurni a, V.Dietrich b etal,Orthophoto generation using IKONOS iamgery and high-resolution DEM: a case study on volcanic hazard monitoring of Nisyros Island (Greece),ISPRS Journal of Photogrammetry & Remote Sensing,57(20024),2-28
[45]C.Vincent Tao and Yong Hu, The Rational Function Model:A Tool for Processing High-Resolutin imagery
[46]Saeid Sadeghian1,2,Mohammad Javad Valadan Zoej,Mahmoud Reza Delavar etal,Precision rectification of high resolution satellite imagery without ephemeris data,JAG,2001,3(4):366-371
[47]Eija Honkavaara, Eero Ahokas, Juha Hyyppa, Juha Jaakkola, Geometric test field calibration of digital photogrammetric sensors, ISPRS Journal of Photogrammetry & Remote Sensing 60 (2006) 387-399
[48]宋伟东,王伟玺,胡行华,利用Metadata数据文件精确获取SPOT25外方位元素,测绘科学,2003第12期：29-31
[49]http://www.osgeo.org.,2008-8-3
[50]http://www.qgis.org.,2008-12-25
[51]http://www.ossim.org.,2007-10-15
[52]http://www.gdal.org/gdal_utilities.html,2008-7-29
[2]宁津生,陈俊勇,李德仁等.测绘学概论(第二版).武汉：武汉大学出版社,2008
[3]NASA、ASPRS等The 10-Year Remote Sensing Industry Analysis 2002
[4]张过.缺少控制点的遥感影像对地目标定位研究：[博士学位论文].武汉：武汉大学,2005
[5]Thierry Toutin.Review Paper:Geometric processing of remote sensing、images、models、algorithms and methods. International Journal of Remote Sensing,2004
[6]张剑清,张祖勋.高分辨率遥感影像基于仿射变换的严格几何模型[J].武汉大学学报·信息科学版.Vol.27 No6.2002年12月第27卷第6期
[7]袁修孝,张过.缺少控制点的卫星遥感对地目标定位[J].武汉大学学报·信息科学版.Vol.28No5.
[8]younian wang. AUTOMATED TRIANGULATION OF LINEAR SCANNER IMAGERY. Proc. Joint ISPRS WorkgroupsI/1,I/3,I/4 on Sensors and Mapping from Space 1999, Hanover,1999
[9]宫鹏强.线阵CCD遥感卫星影像目标精确定位技术研究与实践：[硕士学位论文]郑州：解放军测绘学院,2003
[10]我国地理空间信息技术的需求报告来源：国家多个部门统计数据
[11]朱述龙、史文中.线阵推扫式影像近似几何纠正算法的精度比较[J].遥感学报.,2004,8(3)：220-226
[12]GDAL org:http://www.gdal.org
[13]http://wiki.woodpecker.org.cn/moin/lilin/gdal-utils
[14]张继贤,张永红,林宗坚,SPOT影像像点位移的研究,测绘科学,2000,25(1)：19-22
[15]http://earth.google.com/userguide/v4/google_earth_user_guide.pdf
[16]MARS (Managing Agricultural Resources and Security) 14th Annual Conference,2008
[17]2008年6月15日973后期计划及2008年度中期检查会议会议纪要
[18]龚健雅,对地观测数据处理与分析研究进展.武汉：武汉大学出版社2007
[19]马永立地图学教程南京：南京大学出版社1998
[20]徐绍铨,张华海,杨志强GPS测量原理及应用.武汉：武汉大学出版社2005
[21]钱能C++程序设计(第一版)北京：清华大学出版社1998
[22]杨淑莹VC++图像处理程序设计(第二版),北京：清华大学出版社北京交通大学出版社2005
[23]高守传姚领田Visual C++实践与提高—数字图像处理与工程应用篇.北京：中国铁道出版社2006
[24]周长发、精通Visual C++图像编程北京：电子工业出版社2000
[25]刘海原,SPOT图像的几何纠正,解放军测绘学院院报.1998,15(1)：51-53
[26]刘云峰,李岩,不同DEM数据对卫星遥感影像纠正精度的影响.测绘通报.2002,第七期：26-28
[27]万志龙,沈智毅,有理函数模型实现影像像点定位和纠正的方法,测绘学院学报,2002,19(3)：189-194
[28]林宗坚,遥感影像无(稀少)地面控制点纠正技术,地理与地理信息科学,2003,19(4)：64-65
[29]巩丹超,邓雪清,张云彬,新型遥感卫星传感器几何模型—有理函数模型,海洋测绘,2003,23(1)：31-34
[30]唐海蓉,向茂生,朱敏慧,Landsat7图象系统级几何纠正算法研究,中国图象图形学报,2003,8A(9)：1008-1014
[31]张剑清,张勇,郑顺义等,高分辨率遥感影像的精纠正,武汉大学学报.信息科学版,2004,20(1])：994-998
[32]张智安,陈良健,严密几何模式与有理函数模式于QuickBird卫星影像几何改正之比较,航测及遥测学刊,10(2)：183-190
[33]宁晓刚,张晓东,胡进刚,SPOT5影像严格几何纠正方法研究,测绘信息与工程,2005,30(1)：43-45
[34]汤亚波,徐守时,一种卫星遥感图像目标位置快速精校正的新方法,遥感学报,2005,9(6)：653-658
[35]刘军,王冬红,刘敬贤等,利用RPC模型进行IKONOS影像的精确定位,测绘科学技术学报,2006,23(3)：228-232
[36]张永军,张勇,SPOT5 HRS立体影像无(稀少)控制绝对定位技术研究,武汉大学学报.信息科学版,2006,31(11)：941-944
[37]万幼川,刘良明,张永军,我国摄影测量与遥感发展探讨,测绘通报,2007,第1期,1-4
[38]郑琳,陈鹰,林怡,SPOT影像的RPC模型纠正,测绘与空间地理信息,30(2)：16-19
[39]江琦,曹建君,蔡喜琴等,QuickBird高分辨率卫星影像的几何纠正与应用前景,测绘科技信息交流论文集,见：2007全国测绘科技信息交流会暨信息网创建30周年庆典2007全国测绘科技信息交流会暨信息网创建30周年庆典论文汇编,北京
[40]饶艳伟,唐新明,王华斌等,SPOT HRG影像无控制正射纠正实验与精度分析,测绘科学,2008,339(3)：82-84
[41]虞继进,黄健,基于IRS-P5遥感影像的试验与精度分析,华东六省—市测绘学会学术交流会江苏省推荐论文,2006
[42]Fei Ma, QUICKBIRD BASIC IMAGE GEOREFERENCING USING RIGOROUS SENSOR MODEL, In:MMT2004 kunming
[43]C.S.Fraser *, T.Yamakawa,Insights into the affine model for high-resolution satellite sensor orientation,ISPRS Journal of Photogrammetry & Remote Sensing,58(2004),275-288
[44]S.Vassilopoulou a*, L.Hurni a, V.Dietrich b etal,Orthophoto generation using IKONOS iamgery and high-resolution DEM: a case study on volcanic hazard monitoring of Nisyros Island (Greece),ISPRS Journal of Photogrammetry & Remote Sensing,57(20024),2-28
[45]C.Vincent Tao and Yong Hu, The Rational Function Model:A Tool for Processing High-Resolutin imagery
[46]Saeid Sadeghian1,2,Mohammad Javad Valadan Zoej,Mahmoud Reza Delavar etal,Precision rectification of high resolution satellite imagery without ephemeris data,JAG,2001,3(4):366-371
[47]Eija Honkavaara, Eero Ahokas, Juha Hyyppa, Juha Jaakkola, Geometric test field calibration of digital photogrammetric sensors, ISPRS Journal of Photogrammetry & Remote Sensing 60 (2006) 387-399
[48]宋伟东,王伟玺,胡行华,利用Metadata数据文件精确获取SPOT25外方位元素,测绘科学,2003第12期：29-31
[49]http://www.osgeo.org.,2008-8-3
[50]http://www.qgis.org.,2008-12-25
[51]http://www.ossim.org.,2007-10-15
[52]http://www.gdal.org/gdal_utilities.html,2008-7-29