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针对车载移动测量系统中激光扫描仪和载体坐标系之间存在的位置和姿态偏差,在结合常规特征点、特征面检校方法基础上,本文提出了一种带有误差改正数的位置和姿态检校方法。利用TLS获取的车载系统整体点云模型和传感器固有几何属性,获取传感器之间相对关系初值,在此基础上引入误差改正数,构建误差改正模型。在与IGS站联测的检校场中借助平面、球形标靶和平面反射标志等特征,采用最小二乘法迭代法计算误差改正数最优解,从而实现传感器快速检校。试验结果表明,该方法切实可行,检校后点云平面绝对精度和高程绝对精度分别为0.043、0.072 m,相对精度为0.018 m,满足移动测量系统数据获取的精度要求,对促进车载移动测量技术发展和应用具有重要意义。 相似文献
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深入研究了地面3维激光扫描仪的系统误差来源,设计了三段法、水平序列标志法和垂直序列标志法,实现了对GLS-1500扫描仪加常数、水平角误差和垂直角误差的检校及修正,并分析了角度检校实验中标志中心提取准确度对角度检校结果的影响。 相似文献
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激光扫描仪测量是获取三维空间信息的最有效方法之一。本文通过设计针对性的试验分析了SICK-LMS291激光扫描仪的测角和测距精度,建立数学模型分别求解了其距离和角度改正参数,结果表明改正后的激光扫描仪距离和角度测量精确度都得到了明显的提高,验证了本文采用的检校方法的可行性。 相似文献
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高分辨率卫星遥感影像姿态角系统误差检校 总被引:1,自引:0,他引:1
简要介绍高分辨率卫星遥感影像的严格几何处理模型,提出较为严密的影像姿态角系统误差检校模型。通过对SPOT-5、CBERS-02B两种卫星遥感影像的试验证实模型的正确性和方法的有效性。对影像姿态角系统误差进行补偿后,可明显提高卫星遥感影像对地目标定位的精度,且优于影像姿态角常差检校的效果,目标点平面定位精度达到了±(2~3)像素的水平。 相似文献
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Completeness and classification correctness of features on topographic maps: An analysis of the estonian basic map 下载免费PDF全文
In an increasingly GIS‐literate world, the availability of quality topographic maps and map databases is critical for the numerous users of spatial data. Particularly governmental agencies, first responders, and utility and transportation services, rely on the completeness and classification correctness of these maps. Estonia has systematically updated its topographic Basic Map in digital form over the past 15 years. An analysis of the Estonian production process in the period 2003‐2006 provides a useful case study of both error types and error frequencies encountered in topographic mapping. Errors of completeness and classification correctness of topographic features are analyzed at two levels of specificity: in general, across all map sheets, and in detail according to the field‐workers who performed the mapping. The structure of errors at the two levels was different by geometry and error types; however, both systematic and individual errors were evident. The systematic errors indicated a need for revision and improvement of the data capture specifications, which was accomplished. The individual errors were addressed by additional training for the field‐workers involved. 相似文献
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总体最小二乘方法在空间后方交会中的应用 总被引:10,自引:0,他引:10
在空间后方交会的解算过程中,利用共线条件方程式列出误差方程后,针对地面控制点以及像点坐标均存在误差这一特点,引入总体最小二乘(total least squares,TLS)的方法,对系数矩阵A以及观测向量b同时进行改正,计算像片的6个外方位元素,建立更加合理的计算模型,可获得精度更高、更稳定的解。 相似文献
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Rebecca A. Hodge 《ISPRS Journal of Photogrammetry and Remote Sensing》2010,65(2):227-240
Terrestrial Laser Scanning (TLS) is increasingly being used to collect mm-resolution surface data from a broad range of environments. When scanning complex surfaces, interactions between the surface topography, laser footprint and scanner precision can introduce errors into the point cloud. Quantification of these errors is, however, limited by the availability of independent measurement techniques. This research presents simulated TLS as a new approach to error quantification. Two sets of experiments are presented. The first set demonstrates that simulated TLS is able to reproduce real TLS data from a plane and a pebble. The second set uses simulated TLS to assess a methodology developed for the collection and processing of field TLS data. Simulated TLS data is collected from surfaces up to ~1 m2 created from regular arrays of uniform spheres (sphere diameters of 10 to 100 mm) and irregular arrays of mixed spheres (median sphere diameters of 16 to 94 mm). These data were analysed to (i) assess the effectiveness of the processing methodology at removing erroneous points; (ii) quantify the magnitude of errors in a digital surface model (DSM) interpolated from the processed point cloud; and (iii) investigate the extent to which the interpolated DSMs retained the geometric properties of the original surfaces. The processing methodology was found to be effective, especially on data from coarser surfaces, with the retained points typically having an inter-quartile range (IQR) of point errors of ~2 mm. DSM errors varied as a function of sphere size and packing, with DSM errors having an IQR of ~2 mm for the regular surfaces and ~4 mm for the irregular surfaces. Finally, whilst in the finer surfaces point and DSM errors were a substantial proportion of the sphere diameters, geometrical analysis indicated that the DSMs still reproduced properties of the original surface such as semivariance and some percentiles of the surface elevation distribution. 相似文献
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本文从分析航空重力向下延拓过程中偶然误差和系统误差的变化特性入手,进而提出处理办法。首先,利用试验说明移去恢复法局限性,同时表明需处理系统误差和偶然误差的必要性。然后,采用理论推演和数值模拟计算分别估计了系统误差和偶然误差影响,试验结果发现:系统误差影响和偶然误差影响均与数据格网间隔、向下延拓高度呈线性关系,当格网化间隔较小和延拓高度较高时系统误差影响和偶然误差影响较大。最后,提出使用半参数模型和正则化算法的两步法估计系统误差和减弱偶然误差影响,试验结果说明两步法处理向下延拓各类误差影响优于仅用半参数模型或正则化算法的结果,在试验数据的偶然误差标准差为2×10~(-5) m/s~2、恒值系统误差3×10~(-5) m/s~2和变值系统误差标准差约1.3×10~(-5) m/s~2时,以及向下延拓高度6.3 km和格网间隔6′的条件下,两步法向下延拓结果的精度可达2.3×10~(-5) m/s~2。 相似文献
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文中在平面网平差中应用整体最小二乘理念.在最小二乘模型中,为了消除观测方程系数误差和未知参数系统误差,加入系数改正数和参数改正数,并提出三原则整体最小二乘模型.研究平差两大步骤,用最小二乘多次改用"参考点组"而选出w个稳定点;用最小二乘多次改用"近似坐标"而消除系数误差和参数系统误差.三原则整体最小二乘适用于平面自由网... 相似文献
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不同空间坐标系在进行坐标转换过程中,利用整体最小二乘(TLS)构建高斯-马尔科夫(Gauss-Markov)模型求解布尔莎-沃尔夫(Bursa-Wolf)七参数模型时,存在已知控制点含有粗差、模型系数阵固定常数参与残差改正的问题。通过对系数矩阵中含误差参数进行改正,并结合稳健估计的方法,对TLS进行迭代定权,解决了已知控制点粗差会对参数计算精度产生影响的问题,同时使得系数矩阵中非常数项得到精确的残差改正。本文通过实验数据证明,此方法可行并且解算精度更优。 相似文献
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在超定线性方程Ax=b的解算中,最小二乘(LS)只考虑观测向量b的误差,而总体最小二乘(TLS)则同时顾及观测向量b和系数矩阵A均含误差的情况。本文以六参数模型在平面坐标转换中的应用为例,分别采用LS和TLS进行模型参数的求解。结果表明,2种方法所求参数并无显著差异,但是总体最小二乘更好地改善了坐标转换的内部精度,是一种更为合理的计算方法。 相似文献
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GUO Tongde WANG Jiayao WANG Guangxia 《地球空间信息科学学报》2006,9(4):306-310
IntroductionCurves are the fundamental geometric elementsin GIS. The uncertainty of their positions has ani mportant influence on those outputs from GISandis the reliable basis for reasonably evaluatingthose outputs .In contrast to measurement error theor… 相似文献
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GF-1卫星WFV影像几何定位稳定性研究 总被引:1,自引:1,他引:0
针对GF-1卫星WFV传感器高分辨率与大视场相结合的特点,本文将ZY-3卫星传感器校正产品作为参考,通过分析同名点对的地理信息,对北京地区WFV传感器4台相机影像相对几何定位精度进行长时间序列评价,分析其误差特征。试验结果表明,单景影像均出现了明显的系统几何定位误差,但是不同时相影像的几何定位误差方向并无明显规律。针对该现象本文基于相机成像原理,从理论上证明了仅利用某一时相影像的有理函数模型补偿参数是无法有效消除其他不同时相影像系统误差的。 相似文献