共查询到20条相似文献，搜索用时 569 毫秒
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为方便三维点云数据的统一管理和工程应用,需要为其提供统一的坐标基准。在数据采集阶段,对于在控制点可通视的测区内,可利用后视定向的方法完成点云扫描测量工作。针对控制点无法通视的测区,本文提出基于全站仪三维自由设站控制测量的方法,建立间接设站点平差模型并进行平差,进而解算标靶点坐标,利用标靶将扫描点转换到绝对坐标系中。试验结果表明:标靶坐标的测量精度和点云拼接的精度符合要求。在测区观测条件不好的情况下,自由设站法的应用为点云拼接提供了一种可行的方法。 相似文献
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Terrestrial laser scanning systems are steadily increasing in many fields of engineering, geoscience and architecture namely for fast data acquisition, 3-D modeling and mapping. Similarly to other precision instruments, these systems provide measurements with implicit systematic errors. Systematic errors are physically corrected by manufacturers before delivery and sporadically afterwards. The approach presented herein tackles the raw observables acquired by a laser scanner with additional parameters, a set of geometric calibration parameters that model the systematic error of the instrument to achieve the most accurate point cloud outputs, improving eventual workflow owing to less filtering, better registration and best 3D modeling. This paper presents a fully automatic strategy to calibrate geometrically terrestrial laser scanning datasets. The strategy is tested with multiple scans taken by a FARO FOCUS 3D, a phase-based terrestrial laser scanner. A calibration with local parameters for datasets is undertaken to improve the raw observables and a weighted mathematical index is proposed to select the most significant set of additional parameters. The improvements achieved are exposed, highlighting the necessity of correcting the terrestrial laser scanner before handling multiple data sets. 相似文献
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提出一种车载移动测量系统（MMS）激光点云与序列全景影像自动配准方法。首先采用层次化城市场景目标提取方法自激光点云提取天际线矢量,在全景影像中经虚拟成像与分割角点提取算法生成天际线矢量。然后,将提取结果作为几何配准基元,构建配准基元图,通过最小化配准基元图编辑距离进行匹配,组成共轭配准基元对,解算2D-3D粗配准模型,获得全景影像与LiDAR点云参考坐标系之间的初始转换关系。最后,为消除几何配准基元提取与匹配误差对配准结果的影响,自序列全景影像虚拟成像影像生成多视立体密集匹配点云,继而使用变种ICP算法优化其与激光点云数据间3D-3D配准参数,间接优化全景影像与激光点云间的配准参数,精化配准结果。试验结果表明,本文提出的自动配准方法可以实现车载MMS激光点云与序列全景影像的1.5像素级自动配准,配准成果可应用于真彩色点云生成等点云/影像数据融合应用。 相似文献
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为推进深度学习方法在点云配准、语义分割、实例分割等领域的发展,武汉大学联合国内外多家高等院校和研究机构发布了包含多类型场景的地面站点云配准基准数据集WHU-TLS和包含语义、实例的城市级车载点云基准数据集WHU-MLS。其中,WHU-TLS基准数据集涵盖了地铁站、高铁站、山地、公园、校园、住宅、河岸、文化遗产建筑、地下矿道、隧道等10种不同的环境,共包含115个测站、17.4亿个三维点以及点云之间的真实转换矩阵,为点云配准提供了迄今为止最大规模的基准数据集。WHU-MLS基准数据集涵盖了地面特征(机动车道、道路标线、井盖、非机动车道),动态目标(行人、车辆),植被(树木、树丛、低矮植被),杆状地物及其附属结构(电线杆、独立提示牌、路灯、信号灯、独立探头等),建筑和结构设施(房屋、道路隔离结构、围墙和栅栏)以及其他公共和便利设施(垃圾桶、邮筒、消防栓、街头座椅、电力线等)等6大类30余小类地物要素,共包含2亿多个点和超过5000个实例对象,为语义分割、实例分割点云深度学习网络的训练、测试和性能评估提供了当前最为丰富的基准数据集。 相似文献
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拼接是地面激光点云数据处理的必要步骤,但基于同名点的点云拼接方式已成为阻碍点云处理效率提升的长期瓶颈,而直接匹配点云识别同名特征的方法亦对点云重叠区域具有较高的要求。本文提出一种融合语义特征与GPS位置的地面激光点云拼接方法,通过语义知识自动识别出原始三维点云中所包含的地面特征与建筑物立面特征,并使用这两种面状特征结合点云测站中心的GPS位置作为同名标靶进行点云初始拼接,随后使用点到面最小距离约束下的ICP进行点云精确拼接。实验表明,本方法可以有效提高地面激光点云拼接的整体效率,尤其对于包含平面结构（如马路、建筑物）的场景具有良好的拼接效果。 相似文献
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提出了一种基于三维激光扫描仪特殊定位硬件装置和七参数坐标转换算法,对每个扫描测站点云利用最近的隧道控制点进行绝对定位,将多个隧道扫描测站数据不经过拼接就统一转换成隧道控制测量坐标系坐标的方法——点云绝对定位法,并应用误差传播理论和相应数值模拟计算对该方法的测量成果进行精度评估和重要误差来源分析。最后得出在一定条件下采用该方法获得的隧道扫描测量成果可以满足城市地铁测量规范对竣工测量精度要求的结论。 相似文献
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广泛使用的传统激光点云与倾斜摄影等城市空间建模方法存在各自的优缺点,将不同来源的数据进行有效融合并用于城市三维模型的构建是当前城市建模的难点。因此,本文首先提出了一种激光与倾斜点云精确配准与无缝融合的方法,该方法可以克服不同来源点云数据在尺度与精度上不一致的问题,精确计算不同来源数据的空间变换关系;然后在此基础上剔除数据冗余,完成多源点云数据的无缝融合;最后采用3组实际场景中获取的数据对本文剔除方法的有效性及精度进行验证。试验结果表明,通过本文方法获取的融合数据相较于单一平台获取的数据具有更好的完整性和数据精度。 相似文献
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车载激光扫描可快速获取大场景点云,由于存在视场限制和遮挡,需地面激光点云作补充。车载与地面点云分别位于大地坐标和局部坐标系统,本文提出结合遗传算法（genetic algorithm,GA）和（iterative closed point,ICP）的自动点云配准方法以统一基准。ICP采用局部优化,效率较高,但依赖初始解;GA为全局优化方法,但效率低。融合策略为当GA配准趋于局部搜索时,采用ICP完成配准。GA配准以地面激光扫描仪内置GPS测量粗略位置限定优化搜索空间。为提高GA配准精度,提出了最大化归一化匹配分数之和（normalized sum of matching scores,NSMS）配准模型。实测数据试验验证了NSMS模型的有效性,GA配准均方根误差（root mean square error,RMSE）为1~5 cm;融合配准比GA配准效率高约50%。 相似文献
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针对地面三维激光扫描仪扫描过程中产生混合像元的问题,通过对混合像元产生原理和相关特性的分析,提出了一种用于探测和剔除混合像元的算法,并且编制相应的计算机程序予以实现。同时以球体作为实验扫描对象,用混合像元剔除算法对扫描过程中产生的混合像元予以剔除,并比较了混合像元剔除前后点云拟合模型与实际物体在尺寸上及拟合精度的差异,从而验证了该算法的有效性和实用性。混合像元探测与剔除算法可以为后期进行的点云配准、特征提取和曲面建模等工作提供更精确的点云。 相似文献
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在基于倾斜影像的城市场景重建过程中,由于获取影像时存在场景遮蔽和大视点变化的情况,建筑物立面等区域存在着影像密集匹配点云稀疏甚至空洞的情况,自动化重建难度大,难以反映建筑物的真实形态。本文提出了一种新的基于倾斜影像的城市场景隐式曲面重建方法：首先,以倾斜影像密集匹配点云为基础建立Delaunay四面体;然后,对Delaunay四面体进行约束图割,提取出可视化的三角面,进而更加精确地估计点云的法向信息;最终,结合Screened Poisson曲面重建,实现了城市场景的隐式曲面重建。通过多种隐式曲面重建方法的对比试验,验证了本方法的准确性和适用性。 相似文献
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Scanning geometry: Influencing factor on the quality of terrestrial laser scanning points 总被引：1，自引：0，他引：1
Sylvie Soudarissanane Roderik LindenberghMassimo Menenti Peter Teunissen 《ISPRS Journal of Photogrammetry and Remote Sensing》2011,66(4):389-399
A terrestrial laser scanner measures the distance to an object surface with a precision in the order of millimeters. The quality of the individual points in a point cloud, although directly affecting standard processing steps like point cloud registration and segmentation, is still not well understood. The quality of a scan point is influenced by four major factors: instrument mechanism, atmospheric conditions, object surface properties and scan geometry. In this paper, the influence of the scan geometry on the individual point precision or local measurement noise is considered. The local scan geometry depends on the distance and the orientation of the scanned surface, relative to the position of the scanner. The local scan geometry is parameterized by two main parameters, the range, i.e. the distance from the object to the scanner and the incidence angle, i.e. the angle between incoming laser beam and the local surface normal. In this paper, it is shown that by studying the influence of the local scan geometry on the signal to noise ratio, the dependence of the measurement noise on range and incidence angle can be successfully modeled if planar surfaces are observed. The implications of this model is demonstrated further by comparing two point clouds of a small room, obtained from two different scanner positions: a center position and a corner position. The influence of incidence angle on the noise level is quantified on scans of this room, and by moving the scanner by 2 m, it is reduced by 20%. The improvement of the standard deviation is significant, going from 3.23 to 2.55 mm. It is possible to optimize measurement setups in such a way that the measurement noise due to bad scanning geometry is minimized and therefore contribute to a more efficient acquisition of point clouds of better quality. 相似文献
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针对地面激光雷达点云和数码光学影像非同源异质数据自动配准困难的问题,本文提出了基于互信息的两种数据同名特征高精度自动提取的方法。首先,把点云数据生成中心平面投影的反射强度图像和基于RGB信息的彩色图像,应用点云彩色图像和数码光学影像的匹配,确定点云与影像的粗配准参数;然后,对反射强度图像进行特征提取,应用粗配准参数确定其在数码光学影像上的初始位置,应用互信息实现非同源数据的高精度匹配;最后,应用罗德里格矩阵和选权迭代方法计算高精度配准参数,生成三维彩色模型。试验证明,本文方法可以解决地面激光点云和数码光学影像非同源异质数据的配准问题,具有一定的研究和应用价值。 相似文献
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We propose a method to automatically register two point clouds acquired with a terrestrial laser scanner without placing any markers in the scene. What makes this task challenging are the strongly varying point densities caused by the line-of-sight measurement principle, and the huge amount of data. The first property leads to low point densities in potential overlap areas with scans taken from different viewpoints while the latter calls for highly efficient methods in terms of runtime and memory requirements.A crucial yet largely unsolved step is the initial coarse alignment of two scans without any simplifying assumptions, that is, point clouds are given in arbitrary local coordinates and no knowledge about their relative orientation is available. Once coarse alignment has been solved, scans can easily be fine-registered with standard methods like least-squares surface or Iterative Closest Point matching. In order to drastically thin out the original point clouds while retaining characteristic features, we resort to extracting 3D keypoints. Such clouds of keypoints, which can be viewed as a sparse but nevertheless discriminative representation of the original scans, are then used as input to a very efficient matching method originally developed in computer graphics, called 4-Points Congruent Sets (4PCS) algorithm. We adapt the 4PCS matching approach to better suit the characteristics of laser scans.The resulting Keypoint-based 4-Points Congruent Sets (K-4PCS) method is extensively evaluated on challenging indoor and outdoor scans. Beyond the evaluation on real terrestrial laser scans, we also perform experiments with simulated indoor scenes, paying particular attention to the sensitivity of the approach with respect to highly symmetric scenes. 相似文献
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Terrestrial laser scanning has been widely used to analyze the 3D structure of a forest in detail and to generate data at the level of a reference plot for forest inventories without destructive measurements. Multi-scan terrestrial laser scanning is more commonly applied to collect plot-level data so that all of the stems can be detected and analyzed. However, it is necessary to match the point clouds of multiple scans to yield a point cloud with automated processing. Mismatches between datasets will lead to errors during the processing of multi-scan data. Classic registration methods based on flat surfaces cannot be directly applied in forest environments; therefore, artificial reference objects have conventionally been used to assist with scan matching. The use of artificial references requires additional labor and expertise, as well as greatly increasing the cost. In this study, we present an automated processing method for plot-level stem mapping that matches multiple scans without artificial references. In contrast to previous studies, the registration method developed in this study exploits the natural geometric characteristics among a set of tree stems in a plot and combines the point clouds of multiple scans into a unified coordinate system. Integrating multiple scans improves the overall performance of stem mapping in terms of the correctness of tree detection, as well as the bias and the root-mean-square errors of forest attributes such as diameter at breast height and tree height. In addition, the automated processing method makes stem mapping more reliable and consistent among plots, reduces the costs associated with plot-based stem mapping, and enhances the efficiency. 相似文献
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一种基于 K-D 树优化的 ICP三维点云配准方法 总被引：1，自引：0，他引：1
为提高三维点云数据配准精度和速度,提出一种基于K-D树优化的ICP三维点云配准方法,首先采用中心重合法实现点云数据的粗配准,然后利用K-D tree快速搜索最近点对改进传统ICP方法,完成三维点云数据精配准,该方法克服传统ICP算法中由于利用欧式距离来判断最近点所引起的工作量大、耗费时间多的缺陷,提高点云的配准速度。在此基础上利用斯坦福不同密度Bunny点云数据进行实验验证,结果表明在采用中心重合法实现三维点云粗配准的基础上,利用K-D tree优化ICP算法,能够提高点云配准的精度、速度和稳定性。 相似文献
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This paper proposes an automatic method for registering terrestrial laser scans in terms of robustness and accuracy. The proposed method uses spatial curves as matching primitives to overcome the limitations of registration methods based on points, lines, or patches as primitives. These methods often have difficulty finding correspondences between the scanned point clouds of freeform surfaces (e.g., statues, cultural heritage). The proposed method first clusters visually prominent points selected according to their associated geometric curvatures to extract crest lines which describe the shape characteristics of point clouds. Second, a deformation energy model is proposed to measure the shape similarity of these crest lines to select the correct matching-curve pairs. Based on these pairs, good initial orientation parameters can be obtained, resulting in fine registration. Experiments were undertaken to evaluate the robustness and accuracy of the proposed method, demonstrating a reliable and stable solution for accurately registering complex scenes without good initial alignment. 相似文献