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针对机载LiDAR数据处理中IMU安置角误差检校问题,该文提出一种基于共面约束的自动检校方法。从激光点云中自动提取尖顶房屋顶平面,并建立连接平面关系,基于激光脚点坐标计算公式和共面约束条件,通过平差解算得到IMU安置角误差参数。以Riegl Q780获取的数据进行实验,该方法检校结果与RiProcess软件提供的检校参数非常接近。经过误差改正后,相邻航线获取的点云可以很好地重合在一起。相对于人工选择特征地物进行IMU安置角误差检校,该方法可以大大提高检校的效率和可靠性。 相似文献
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《测绘与空间地理信息》2016,(9)
考虑到相机安置角一般为微小角度的情况,本文结合机载LiDAR数据和同机高精度影像,基于连接点的自动提取和虚拟地面控制点,建立安置角计算模型,完成在没有控制点的情况下,机载LiDAR系统的相机安置角的检校。该方法不需要地面控制点,较传统方法更加灵活。 相似文献
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国产机载LiDAR系统安置角误差检校方案研究 总被引:1,自引:0,他引:1
机载激光扫描仪(Light Detection And Ranging,LiDAR)系统是由多个子系统集成,其中,安置角误差是集成误差中最大的误差源,安置角误差检校的方法多种多样,高效率、高精度的检校方式还需要试验的支撑。本文对平差模型法和几何模型法进行了试验分析,试验结果很好地证明了不同方法的优越性,为机载LiDAR系统的安置角检校提供了参考。 相似文献
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Terrestrial Linear Array CCD-based panoramic cameras have been used for purely imaging purposes, but they also have a high potential for use in high accuracy measurement applications. The imaging geometry and the high information content of those images make them suitable candidates for quantitative image analysis. For that a particular sensor model has to be established and the inherent accuracy potential has to be investigated. We developed a sensor model for terrestrial Linear Array-based panoramic cameras by means of a modified bundle adjustment with additional parameters, which models substantial deviations of a real camera from the ideal one. We used 3D straight-line information in addition to tie points to conduct a full calibration and orientation without control point information. Due to the similarity of the operation of laser scanners to panoramic cameras the sensor model of the panoramic cameras was extended for the self-calibration of laser scanners. We present the joint sensor model for panoramic cameras and laser scanners and the results of self-calibration, which indicate a subpixel accuracy level for such highly dynamic systems. Finally we demonstrate the systems’ accuracy of two typical panoramic cameras in 3D point positioning, using both a minimal number of control points and a free network adjustment. With these new panoramic imaging devices we have additional powerful sensors for image recording and efficient 3D object modeling. 相似文献
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《ISPRS Journal of Photogrammetry and Remote Sensing》2007,61(5):307-324
A rigorous method for terrestrial laser scanner self-calibration using a network of signalised points is presented. Exterior orientation, object point co-ordinates and additional parameters are estimated simultaneously by free network adjustment. Spherical co-ordinate observation equations are augmented with a set of additional parameters that model systematic errors in range, horizontal direction and elevation angle. The error models include both physically interpretable and empirically identified components. Though the focus is on one particular make and model of AM–CW scanner system, the Faro 880, the mathematical models are formulated in a general framework so their application to other instruments only requires selection of an appropriate set of additional parameters. Results from controlled testing show that significant improvement is achieved by using the proposed model in terms of both reducing the magnitude of observational residuals as well as the three-dimensional positioning accuracy of signalised points. Ten self-calibration datasets captured over the course of 13 months are used to examine short- and long-term additional parameter stability via standard hypothesis testing techniques. Detailed investigations into correlation mechanisms between model parameters accompany the self-calibration solution analyses. Other contributions include an observation model for incorporation of integrated inclinometer observations into the self-calibration solution and an effective a priori outlier removal method. The benefit of the former is demonstrated to be reduced correlation between exterior orientation and additional parameters, even if inclinometer precision is low. The latter is arrived at by detailed analysis of the influence of incidence angle on range. 相似文献
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提出了基于大比例尺航空影像共面约束的相机自检校方法,该方法使用所有立体像对同名点基于共面约束对相机的内方位元素及畸变系数进行解算。首先进行航空影像同名点匹配,构建立体像对;然后基于共面约束使用直接解法和迭代优化进行相对定向,解算相机位置与姿态;最后使用最小二乘优化方法解算相机内方位元素和畸变系数。对于高分辨率大尺寸航空影像,图像中心及边缘的畸变差异较大,为了进一步提高解算精度,对图像进行网格区域划分解算畸变。使用大比例尺航空影像进行解算能真实精确反映航空摄影测量时所获取图像的相机参数和畸变系数,避免检校环境与使用环境不同解算得到的相机畸变参数不能真实反映所获取影像的畸变问题;使用所有同名点解算,避免由于选择不同特征点或控制点对检校精度的影响;通过区域网格划分,进一步提高了解算精度。对检校结果进行了分析,该方法精度较高,与基于室外检校场的精度相当,能真实精确反映航空摄影测量时所获取图像的相机参数和畸变系数,提高了三维重建的精度。 相似文献
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Derek D. Lichti 《ISPRS Journal of Photogrammetry and Remote Sensing》2010,65(1):93-102
Instrument calibration is recognised as an important process to assure the quality of data captured with a terrestrial laser scanner. While the self-calibration approach can provide optimal estimates of systematic error parameters without the need for specialised equipment or facilities, its success is somewhat hindered by high correlations between model variables. This paper presents the findings of a detailed study into the sources of correlation in terrestrial laser scanner self-calibration for a basic additional parameter set. Several pertinent outcomes, resulting from experiments conducted with simulated data, and 12 real calibration datasets captured with a Faro 880 terrestrial laser scanner, are presented. First, it is demonstrated that panoramic-type scanner self-calibration from only two instrument locations is possible so long as the scans have orthogonal orientation in the horizontal plane. Second, the importance of including scanner tilt angle observations in the adjustment for parameter de-correlation is demonstrated. Third, a new network measure featuring an asymmetric distribution of object points that does not rely upon a priori observation of the instrument position is proposed. It is shown to be an effective means to reduce the correlation between the rangefinder offset and the scanner position parameters. Fourth, the roles of several other influencing variables on parameter correlation are revealed. The paper concludes with a set of recommended design measures to reduce parameter correlation in terrestrial laser scanner self-calibration. 相似文献
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提出了一种基于点云特征图像和特征值分析的车载LiDAR点云建筑物立面位置边界的自动提取方法。首先利用车载LiDAR点云数据生成扫描区域的点云特征图像,并通过图像处理手段提取可能的建筑物目标点云;然后对提取的目标点云进行剖面分析和特征值分析,识别建筑物目标;最后对建筑物点云进行平面分割,提取建筑物立面,并对立面点云进行特征值分析,得到建筑物立面与地面交接的三维位置边界。实验结果表明,该方法能快速有效地提取车载LiDAR点云数据中的建筑物目标,同时提取的建筑物立面位置边界与原始点云能准确符合。 相似文献
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建筑物的三维建模是城市三维建模和可视化的重要组成部分。本文提出一种基于点云数据与遥感图像的建筑物三维模型快速建模方法。首先,运用改进的RANSAC法从点云数据中提取建筑立面,根据立面区分平顶建筑与人字形屋顶建筑;在此基础上,进一步对建筑物的高度进行提取;之后,利用区域增长法从遥感图像中提取建筑物屋顶轮廓,利用形态学方法对提取出的轮廓进行规则化处理,并基于Freeman链码提取轮廓角点,得到规整的轮廓;最后,根据提取出的建筑高度属性对屋顶轮廓拉伸并进行纹理映射,实现对建筑物的三维重建。通过实例证明,提出的方法能快速、高效地实现建筑物三维模型的重建。 相似文献
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ICESat激光高程点辅助的天绘一号卫星影像立体区域网平差 总被引:1,自引:1,他引:0
无地面控制点(简称无控)区域网平差是实现卫星影像无控测图的一项重要技术,对于境外和外业测控困难区域的测图具有重要意义。然而,无控区域网平差的定位精度一般难以满足对应比例尺测图规范要求。利用公开、可稳定获取的公众地理信息数据辅助区域网平差,是提高卫星影像无控定位精度的有效途径,其中ICESat激光高程点便是一种良好的高程控制数据。为了提高天绘一号卫星影像无控定位精度,本文提出ICESat激光高程点辅助的卫星影像模型法立体区域网平差方法。首先,以30 m分辨率SRTM估算的地形坡度作为限制条件,结合激光高程点自身质量评价信息,自动提取高质量ICESat激光高程点;其次,利用自动匹配的连接点进行模型法自由网平差,实现卫星影像几何定位精度的相对一致性(内部一致性);最后,将激光高程点自动量测至卫星影像作为控制点,其平面坐标根据自由网平差结果前方交会计算而得,高程坐标取自激光点高程,再次进行区域网平差精化定向参数,提高卫星影像的绝对高程精度。最后本文利用山东全省的天绘一号卫星影像进行试验,验证了本文方法的有效性和可行性。 相似文献