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1.
LMCCD相机卫星摄影测量的特性   总被引:10,自引:0,他引:10  
本文简要介绍了LMCCD相机(线阵—面阵CCD组合相机)的概念和实现的基本条件,并以影像数字模拟方法显示LMCCD推扫摄影的影像,以及利用这些影像生成DEM和等高线。同时还利用数字模拟的方法生成LMCCD相机卫星摄影测量的数据,应用"等效框幅法(EFP)"平差,讨论了LMCCD影像在无地面控制的摄影测量的精度。  相似文献   

2.
卫星摄影三线阵CCD影像的EFP法空中三角测量(一)   总被引:10,自引:2,他引:8  
系统地介绍了EFP法空中三角测量的基本思想、EFP像点坐标计算、平差的数学模型和卫生摄影测量的数字模拟,并以模拟数据进行了自由网+控制点平差、外方位元素量测值参与平差、外方位元素量测值常差的分离以及区域平差等实验计算和实验结果分析。通过研究分析得出结论:(1)三条基线的航线可以保证三线阵CCD影像光束法平差的几何强度;(2)控制点可以布设在航线首末端,二线交会区的高程精度比三线交会区仅低约1.4因子;(3)外方位元素观测值是三线阵CCD影像光束法平差不可缺少的数据,经过平差可以不同程度地提高平差的高程精度。即使外方位元素观测值达到现代的精度,光束法平差的高程精度仍比直接前方交会高,所以三线阵CCD相机比单线阵、双线阵相机在全球性无控制卫星摄影测量或外星球摄影测量方面有更大的优势。  相似文献   

3.
LMCCD相机作为天绘一号卫星的有效载荷,是保证其实现无地面控制点摄影测量精度的关键。本文分别利用LMCCD影像和三线阵CCD影像对天绘一号卫星的相机参数进行了在轨标定计算,并利用各组在轨标定结果对定位精度(重点对高程误差)进行了统计分析。试验结果表明:与单纯的三线阵CCD影像的相比,LMCCD影像在相机参数在轨标定中能有效抵御因卫星姿态变化率导致的光束法平差航线系统变形问题,在天绘一号现有姿态变化率水平条件下,利用LMCCD影像进行相机参数在轨标定可保证天绘一号01星实现无地面控制点摄影测量精度要求。  相似文献   

4.
CH20020423 卫星摄影三线阵 CCD 影像的 EFP 法空中三角测量(一)/王任享(西安测绘研究所)∥测绘科学.—2001(4).—1~5系统介绍了 EFP 法空中三角测量的基本思想、EFP像点坐标计算、平差的数学模型和卫星摄影测量的数字模拟,并以模拟数据进行了自由网+控制点平差、外方位元素量测值参与平差、外方位元素量测值常差的分离以及区域平差等实验计算和实验结果分析。通过研究分析得出结论:(1)三条基线的航线可以保证三线阵 CCD 影像光束法平差的几何强度;(2)控制点可以布设在航线首末端,二线交会区的高程精度比三线交会区仅低约1.4因子;(3)外方位元素观测值是三线阵 CCD 影像光束法平差不可缺少的数据,经过平差可以不同程度地提高平差的高程精度。即使外方位元素观测值达到现代的精度,光束法平差的高程精度仍比直接前方交会高,所以三线阵 CCD 相机比单  相似文献   

5.
卫星摄影测量LMCCD相机的建议   总被引:10,自引:1,他引:9  
建议在平行排列的三线阵CCD相机的正视阵列上下端两侧各附加一个128×128像元小面阵CCD,构成线阵、面阵混合配置的相机.卫星推扫摄影时,每经历(ftanα/10)/pixel时间(取样周期),附带记录小面阵影像.采用"等效框幅"(equivalence frame Dhoto并简写为EFP)[1]光束法平差,应用三线阵CCD影像及小面阵影像,实现了单航线四控点(航线首末端四角隅各一个控制点)空中三角测量,取得与相同参数的框幅像片平差相当的结果.而且平差精度受卫星飞行姿态变化率影响甚微.采用与MOMS-02/D2相类似的参数进行数值模拟计算,给出了B≥2航线空中三角测量精度统计,说明了LMCCD相机影像空中三角测量的效能.以上f=正视相机主距,α=前视光线、后视光线与正视光线的夹角,B=正视影像投影中心与前、后视影像投影中心距离.  相似文献   

6.
利用数字模拟方法,进一步探讨了类似MOMS-02参数的卫星三线阵CCD影像单航线、航线首末4角隅设一个控制点(以下简写为单航线4控点)的空中三角测量高程精度低的问题。研究得出,宽高比特别小(1:9)只是原因之一,更主要的因素还在于平差整过程数学关系带有近似性(包括EFP法和定向片法)。提出了改善精度的措施,并拟订了提高卫星三线阵CCD影像空中三角测量精度及摄影测量覆盖效能的系统。模拟计算表明,航线长度可以≥2B,在有外方位元素或无外方位元素少量控制点条件下,不论二线交会区,还是三线交会区均可达到高程精度为6m的摄影测量成果。  相似文献   

7.
本文采用APOLLO影像模拟生成的嫦娥一号三线阵CCD影像及其卫星的轨道与姿态模拟参数,按等效框幅像片(EFP)法和自由外方位元素(FEO)法分别计算摄影测量坐标系内的外方位元素及模型点坐标,生成了数字高程模型(DEM)、等高线、正射影像及三维地形仿真影像,评估了从模拟月球三线阵CCD影像生成的摄影测量成果的预期精度。  相似文献   

8.
卫星三线阵CCD影像光束法平差研究   总被引:9,自引:0,他引:9  
简单回顾了“定向片法”和“EFP法”计算外方位元素的原理 ,指出仅仅利用三线阵CCD影像及地面控制点的空中三角测量 ,不能实现单航线角隅各一个控制点的平差计算模型与实地的相似性 (不计像点观测误差 )。利用EFP法空中三角测量的原理 ,进一步分析了其原因 ,提出了在相邻EFP像片之间增设连接点 ,同时要求在航线首末基线范围内的连接点带地面坐标或连接点在其左、右EFP像片上的坐标之一是其真中心投影坐标。在其控制下 ,平差结果实现了包括基线数B =2在内的单航线平差计算的模型基本与实地相似 ,并列出了在多种情况下利用计算机模拟数据进行平差精度统计的结果。最后就解决连接点真中心投影坐标获取问题 ,对三线阵CCD相机提出了附加要求 ,即在正视CCD线阵右侧附加两个 1 5 0 0像元× 1 5 0 0像元 (或更小 )的CCD面阵的构想方案  相似文献   

9.
分析了偏流角改正和偏流角余差对卫星三线阵CCD影像摄影和控制定位的影响,提出了在卫星三线阵影像控制定位计算中消除偏流角余差影响的方法.实验结果表明,偏流角余差对卫星三线阵CCD影像控制定位的影响很大,在实际应用中必须加以修正.  相似文献   

10.
王建荣  王任享 《遥感学报》2012,16(S1):112-115
无地面控制点卫星摄影测量是实现全球测绘的有效手段。实现无地面控制点摄影测量主要途径包括:一是卫星姿态稳定度达到1×10-6(°/s);二是高精度的姿态测定系统;三是摄影测量光束法平差处理。以往受制于技术等因素, 实现无地面控制点摄影测量只能依靠摄影测量光束法平差技术。“天绘一号”卫星研发了集相机在轨标定、全三线交会光束法平差、角元素低频误差补偿及偏流角效应改正为一体的EFP多功能光束法平差技术, 并通过“天绘一号”卫星影像数据对该技术进行了验证。实验结果表明:无地面控制点定位精度达到10.3 m/5.7 m(平面/高程), 满足测制1:5万比例尺地形图精度要求  相似文献   

11.
WorldView-2卫星是全球第一批使用了控制力矩陀螺的商业卫星,可以更精确的瞄准和扫描目标,先进的地理位置技术使扫描的精确度上有了非常大的进步。WorldView-2卫星在无控制的条件下有较高的定位精度,利用少量控制点能消除系统误差达到较高的平面精度,能很好的应用到控制点困难的地区。本文主要是对WorldView-2卫星图像进行区域网平差的正射纠正实验,并对纠正精度进行分析。  相似文献   

12.
考虑到同轨道拍摄的长条带卫星影像具有相同的误差分布特性,针对资源三号的标准景影像产品,提出了基于轨道约束的卫星影像区域网平差方法。首先,根据同轨相邻影像的偏移量计算轨道影像坐标系下的像点坐标;其次,通过同轨每景影像的RFM重新生成轨道影像的RFM,同时生成补偿格网;然后,根据基于像方仿射变换的RFM对轨道影像进行区域网平差;最后,利用求得的轨道影像的仿射变换参数重新计算原始单景影像的仿射变换参数。利用不同地区资源三号测绘卫星影像数据的试验表明,基于轨道约束的卫星影像区域网平差(以下简称轨道平差)在稀疏控制条件下,其精度明显好于单景影像平差的精度。在6控情况下,太行山试验区达到平面2.504m高程3.117m,在渭南试验区达到了平面4.061m高程2.895m。试验结果证明了轨道平差的有效性和可行性。  相似文献   

13.
RASAT Earth Observation Satellite is the second remote sensing satellite of The Scientific and Technological Research Council of Turkey (TUBITAK) Space Technologies Search Institute (TUBITAK Space). Generally, the first step to utilize the satellite imagery in GIS applications is the accurate geometric correction of the imagery. But, the geometric correction process of RASAT images is somewhat difficult due to insufficient orbit data and lack of satellite imagery processing software with RASAT model. Although the geolocation of RASAT images is investigated in some recent studies, subpixel accuracies cannot be achieved. In this study, different geometric correction methods and combination of them are tested with a more interactive workflow that uses the results of other approaches. Results show that these approaches can be used for the geometric correction of RASAT like pushbroom satellite images with insufficient orbit data and better geolocation accuracies can be achieved by different geometric correction approaches.  相似文献   

14.
直接利用CE-1激光高度计测高数据制作月球表面模型,分辨率、精度都较低。利用激光测高数据改善三线阵CCD数据立体定位精度是一种有效方法。通过计算立体影像外定向参数、激光脚印(footprint)月固坐标,基于物方空间到像方空间的快速反投影算法,分析研究立体影像与激光高度计数据不一致性,目的是为后续CE-1探月三线阵影像数据与激光测高数据联合平差处理提供相对基准控制。通过不一致性分析试验,得到一些有益的结论,这些分析结果有望在下一步联合平差处理中获得应用。  相似文献   

15.
Abstract

An innovative and practical satellite image product is described that is ideal for applications in Northern Canada because of its wide area coverage and mapping-quality features. This product is generated from a new procedure developed at the Canada Centre for Remote Sensing (CCRS) for processing Landsat 7 imagery, and by extension, imagery from other Earth Observation satellites. By working with multiple satellite passes, each containing the equivalent of multiple scenes, the new procedure could dramatically reduce the turn-around time for generating georeferenced image products, and also increase their geometric and radiometric accuracy compared to those produced by the current methods. The objective of the process has been to generate satellite image mosaics covering large areas (e.g. >500 000 km2) with uniformly distributed errors at sub-pixel resolution. The paper discusses the theoretical basis of a photogrammetric adjustment for satellite imagery and the results obtained from several tests. The process is generic, involving a sensor model, a satellite orbit model and ground control information; thus it may be easily adapted to any satellite that allows for repeat coverage with overlapping paths. By performing an adjustment to correct the satellite position and attitude data prior to the production of orthoimage products, it is possible to create a mosaic with a single resampling process which minimises both the radiometric and geometric resampling artifacts. The results from three separate tests are presented, along with a discussion of the procedures that were followed in each case. All three tests have successfully demonstrated that sub-pixel sample size errors may be consistently obtained over large areas. A by-product process developed to support the measurement of ground control point coordinates for the satellite adjustment was the automatic matching of geographic features such as lakes and islands in vector data format. This has been a significant development in that it has eliminated manual intervention in the measurement of these features in the imagery, allowing the ground control for entire passes containing several scenes to be obtained in minutes instead of hours.  相似文献   

16.
Although multiresolution segmentation (MRS) is a powerful technique for dealing with very high resolution imagery, some of the image objects that it generates do not match the geometries of the target objects, which reduces the classification accuracy. MRS can, however, be guided to produce results that approach the desired object geometry using either supervised or unsupervised approaches. Although some studies have suggested that a supervised approach is preferable, there has been no comparative evaluation of these two approaches. Therefore, in this study, we have compared supervised and unsupervised approaches to MRS. One supervised and two unsupervised segmentation methods were tested on three areas using QuickBird and WorldView-2 satellite imagery. The results were assessed using both segmentation evaluation methods and an accuracy assessment of the resulting building classifications. Thus, differences in the geometries of the image objects and in the potential to achieve satisfactory thematic accuracies were evaluated. The two approaches yielded remarkably similar classification results, with overall accuracies ranging from 82% to 86%. The performance of one of the unsupervised methods was unexpectedly similar to that of the supervised method; they identified almost identical scale parameters as being optimal for segmenting buildings, resulting in very similar geometries for the resulting image objects. The second unsupervised method produced very different image objects from the supervised method, but their classification accuracies were still very similar. The latter result was unexpected because, contrary to previously published findings, it suggests a high degree of independence between the segmentation results and classification accuracy. The results of this study have two important implications. The first is that object-based image analysis can be automated without sacrificing classification accuracy, and the second is that the previously accepted idea that classification is dependent on segmentation is challenged by our unexpected results, casting doubt on the value of pursuing ‘optimal segmentation’. Our results rather suggest that as long as under-segmentation remains at acceptable levels, imperfections in segmentation can be ruled out, so that a high level of classification accuracy can still be achieved.  相似文献   

17.
几何定位偏差是评估卫星影像质量的重要参数之一。本文利用特征匹配方法进行卫星影像几何偏差估计,并对该方法的可行性进行分析。首先,选取包含典型地物的局部卫星影像构建路标基准影像库;其次,采用局部点特征描述子对卫星影像与路标基准影像库进行亚像素提取与匹配,确定同名像点,然后为提升同名像点匹配精度,提出了顾及空间关系与几何一致性约束的匹配策略,继而,对卫星影像与路标基准影像库的匹配像点进行内插计算,获取同名像点的地理空间坐标;最后,通过差值计算得到卫星影像相对路标基准影像的偏移参数,完成几何偏差估计和可行性分析。本文以我国风云卫星为例,选取包含海岸线、湖泊、山脉、河流及岛屿的局部卫星影像集构建路标基准影像库,并选用SIFT、SURF、ORB 3个局部特征进行测试分析。测试结果表明,基于局部特征匹配策略对卫星影像几何偏差估计的系统误差小于0.1像素,定量地证明了局部特征匹配方法对卫星影像几何偏差估计的可行性。  相似文献   

18.
This paper presents the studies of the refining of IKONOS-2 RPC, the transform of the datum, the mode of the control point distribution and the method of IKONOS stereo triangulation, so that IKONOS imagery can be used to collect the precise geospatial data and produce the large scale map. The transform between the IKONOS-2 image space and the national coordinate system based on the RPC have been developed, and the results of block adjustment with various control schemes in a practical project near Himalayas have been examined and analysed. The encouraging results of high positioning accuracy have been obtained.  相似文献   

19.
This paper presents the studies of the refining of IKONOS-2 RPC, the transform of the datum, the mode of the control point distribution and the method of IKONOS stereo triangulation, so that IKONOS imagery can be used to collect the precise geospatial data and produce the large scale map. The transform between the IKONOS-2 image space and the national coordinate system based on the RPC have been developed, and the results of block adjustment with various control schemes in a practical project near Himalayas have been examined and analysed. The encouraging results of high positioning accuracy have been obtained.  相似文献   

20.
曹金山  龚健雅  袁修孝 《测绘学报》2015,44(10):1100-1107
以"像方观测直线与像方预测直线必须重合"作为几何约束条件,以有理函数模型(RFM)作为高分辨率卫星影像的几何处理模型,提出了一种直线特征约束的高分辨率卫星影像区域网平差方法。本文方法仅需像方直线与物方直线相对应,无须像方直线上的像点与物方直线上的地面点一一对应。通过对圣迭戈试验区的两景IKONOS影像、斯波坎试验区的两景QuickBird影像和普罗旺斯试验区的两景SPOT-5影像进行试验,结果表明:本文方法可以充分利用直线特征作为控制条件,有效补偿RPC参数中的系统误差,获得的IKONOS、QuickBird和SPOT-5影像区域网平差的平面与高程精度均优于1个像素。  相似文献   

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