共查询到14条相似文献，搜索用时 93 毫秒
1.
2.
3.
4.
高分辨率遥感卫星立体影像RPC模型定位的算法及其优化 总被引：19，自引：1，他引：18
介绍了高分辨率遥感卫星影像的RPC模型,重点探讨了基于RPC模型的立体定位算法,并给出了补偿RPC模型系统误差的物方方案和像方方案.针对IKONOS卫星数据的实验结果表明,这些方案能有效地消除RPC模型的系统误差,达到的定位精度能满足1:10000比例尺的地形图测绘要求. 相似文献
5.
6.
多源高空间分辨率遥感图像的综合分析处理对地表测绘、灾害应急响应、军事侦察等领域具有重要意义,而如何获取较高精度的地面点坐标是多源遥感图像综合分析与应用所需解决的首要问题.为解决该问题,在有理多项式系数(rational polynomial coefficient,RPC)的理论框架下,构建了基于RPC的多源遥感图像平差模型,用于改正初始RPC模型的系统误差,以得到较高精度的定位结果.为验证本文提出的平差方法的正确性,采用IKONOS和GeoEye-1全色立体像对进行了联合平差试验.结果表明,基于RPC的多源遥感图像联合平差模型是正确的,对控制点依赖较少,定位精度较单源立体像对平差的定位精度高,具有较大的应用潜力. 相似文献
7.
8.
卫星光学遥感影像的几何畸变是制约其定位精度的重要原因。采用一般系统误差补偿模型难以从根本上消除影像复杂畸变。本文在有理函数模型RFM平差方案基础上,根据傅里叶级数的逼近特性,提出用二元傅里叶多项式代替一般多项式作为系统误差补偿项,以适用符合连续条件的任意形式畸变。仿真和实际数据平差试验结果表明,本文方法能够有效补偿由于影像内外方位元素误差造成的像方定位系统误差及不同大小的畸变。在控制点充足的条件下,附加3阶傅里叶补偿项的RFM平差定位精度显著优于附加一般多项式补偿项的常规方法,其中SPOT-5异轨立体像对平差后平面和高程定位精度可分别达到3.34 m和2.48 m,QuickBird同轨立体像对平差后平面和高程定位精度分别达到0.77 m和0.54 m,均达到了子像素精度水平。二元傅里叶多项式可作为一种通用的影像系统误差补偿模型,拓展应用于航空和近景影像的畸变校正。 相似文献
9.
针对目前在补偿卫星影像RPC模型对地定位的系统误差时所广泛采用的像方补偿方法存在需要引入附加参数、无法从实质上消除RPC参数中系统误差的不足,该文提出了一种利用少量地面控制点直接对部分RPC参数进行优化来补偿定位的系统误差的方法,并将该方法进一步运用到基于RPC模型的区域网平差中。以武汉地区和法国Sainte-Maxime地区的ZY-3卫星影像为实验对象,在空间前方交会和区域网平差实验中将本文方法与像方补偿方法做了充分对比。实验结果表明,该方法可达到不低于像方补偿方法的理想定位精度。同时,与像方补偿方法相比,该方法不需引入附加补偿参数,优化后RPC模型形式统一,更加便于后续的计算和处理,可以实现真正意义上的基于RPC模型的卫星遥感影像精确定位。 相似文献
10.
高分辨率光学卫星影像高精度定位技术与实践 总被引：1，自引：0，他引：1
卫星影像高精度定位技术的核心是建立一套适合其成像特点的数学模型和解算方法。在分析严密几何成像模型和通用数学成像模型的基础上,提出了无需了解具体卫星平台、传感器结构和检校参数,具有明确几何意义模型参数,可通过RPC参数计算得到的,理论上适用于各种光学卫星影像几何处理的抽象几何成像模型;并介绍了基于该模型的自检校区域网平差及其在卫星影像高精度定位中的实际应用。为了满足区域网平差对连接点数量和分布的要求,探讨了基于SIFT特征点与角特征点相结合的连接点自动提取算法以及获取高精度同名点像点坐标的方法。针对实际应用中卫星影像通常存在明显系统误差的问题,介绍了自检校区域网平差过程中的3种系统误差在轨检校和补偿方法,并通过实际数据验证了综合使用这3种方法对系统误差检校和补偿改正的有效性。为提高卫星影像无控定位精度,研究了在卫星影像区域网平差中使用SRTM作为控制信息以提高平面和高程无控定位精度的技术和方法。实验数据表明,使用SRTM作为控制信息,单景资源三号立体影像的无控定位精度可达平面5.6 m,高程2.4 m。以一个约18.4万km~2的区域为实验区,介绍了多时相多次覆盖大区域资源三号立体卫星影像无控自由网的整体平差,外业精度检查表明,其平面精度为5.42 m,高程精度为2.85 m。 相似文献
11.
CHENChujiang LIDeren ZHUQing 《地球空间信息科学学报》2005,8(1):33-38
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
12.
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
13.
Bias-corrected rational polynomial coefficients for high accuracy geo-positioning of QuickBird stereo imagery 总被引：1，自引：0，他引：1
Xiaohua Tong Shijie Liu Qihao Weng 《ISPRS Journal of Photogrammetry and Remote Sensing》2010,65(2):218-226
The rational function model (RFM) is widely used as an alternative to physical sensor models for 3D ground point determination with high-resolution satellite imagery (HRSI). However, owing to the sensor orientation bias inherent in the vendor-provided rational polynomial coefficients (RPCs), the geo-positioning accuracy obtained from these RPCs is limited. In this paper, the performances of two schemes for orientation bias correction (i.e., RPCs modification and RPCs regeneration) is presented based on one separate-orbit QuickBird stereo image pair in Shanghai, and four cases for bias correction, including shift bias correction, shift and drift bias correction, affine model bias correction and second-order polynomial bias correction, are examined. A 2-step least squares adjustment method is adopted for correction parameter estimation with a comparison with the RPC bundle adjustment method. The experiment results demonstrate that in general the accuracy of the 2-step least squares adjustment method is almost identical to that of the RPC bundle adjustment method. With the shift bias correction method and minimal 1 ground control point (GCP), the modified RPCs improve the accuracy from the original 23 m to 3 m in planimetry and 17 m to 4 m in height. With the shift and drift bias correction method, the regenerated RPCs achieve a further improved positioning accuracy of 0.6 m in planimetry and 1 m in height with minimal 2 well-distributed GCPs. The affine model bias correction yields a geo-positioning accuracy of better than 0.5 m in planimetry and 1 m in height with 3 well-positioned GCPs. Further tests with the second-order polynomial bias correction model indicate the existence of potential high-order error signals in the vendor-provided RPCs, and on condition that an adequate redundancy in GCP number is available, an accuracy of 0.4 m in planimetry and 0.8 m in height is attainable. 相似文献
14.
以资源三号卫星影像数据为例,基于RPC模型提出利用SRTM辅助的卫星影像区域网平面平差的方法进行超长距离控制外推,来提高无控地区的影像几何定位精度。试验表明,影像原始RPC直接定位精度含有明显的系统误差。在起算影像区域内布设一个控制点进行区域网平面平差,沿轨外推11景(491.62 km)、垂轨外推6景(282.36 km)后,相比原始影像13.335 m的平均定位精度,其外推区域影像的几何定位精度可优于7.5 m,无控区域的整体定位精度有明显提升,验证了该方法的有效性。 相似文献