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Co-registration of photogrammetric and LiDAR data in urban environments.

机译:摄影测量和LiDAR数据在城市环境中的共同注册。

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摘要

To date, most building data extraction and reconstruction for mapping and 3D modeling is done using either LiDAR data or optical data. The complementary characteristics of photogrammetric data and LiDAR data can be utilized to generate new algorithms and improve the accuracy of current methods for processing building data in a wide range of applications, such as city modeling, change detection, and object recognition. However, the integration of data from both LiDAR and photogrammetric domains is hard to achieve directly because of their heterogeneity (e.g., different data types, times of data collection, reference systems). Therefore, the development of automatic and robust data alignment techniques is necessary for the integration of both LiDAR and photogrammetric data.;In this thesis, the co-registration steps between LiDAR and photogrammetric DSM data are analyzed and solutions are proposed and implemented. For a robust 3D geometric transformation both planes and points are used. Initially planes are chosen as the co-registration primitives. A region growing algorithm based on a Triangulated Irregular Network (TIN) is implemented to extract planes from both datasets. Point clouds have also been used as another registration primitive to complement the plane-based registration. Next, an automatic and iterative process for identifying and matching corresponding planes from the two datasets has been developed and implemented. The extracted planes are associated as plane pairs, initially by a building matching process which is then followed by the plane matching algorithm. Then three different geometric registration algorithms are used to obtain accurate transformation parameters between the two datasets. The 3D conformal transformation method and the attitude quaternion are the two methods applied to obtain the transformation parameters using the corresponding plane pairs. Following the mapping of one dataset onto the coordinate system of the other, the Iterative Closest Point (ICP) algorithm is then applied, using the corresponding building point clouds to further refine the transformation solution. Experimental results together with their assessments are presented and discussed to demonstrate the applicability of the proposed approach.
机译:迄今为止,大多数建筑数据提取和重建用于地图和3D建模都是使用LiDAR数据或光学数据完成的。摄影测量数据和LiDAR数据的互补特性可用于生成新算法,并提高当前在各种应用中处理建筑数据的方法的准确性,例如城市建模,变更检测和对象识别。但是,由于其异质性(例如,不同的数据类型,数据收集时间,参考系统),很难直接实现LiDAR和摄影测量领域的数据集成。因此,发展自动和鲁棒的数据对齐技术对于LiDAR和摄影测量数据的集成是必要的。;本文分析了LiDAR和摄影测量DSM数据之间的共配准步骤,并提出并实现了解决方案。对于鲁棒的3D几何变换,将同时使用平面和点。最初,选择平面作为共注册原语。实现了基于不规则三角网(TIN)的区域增长算法,以从两个数据集中提取平面。点云还被用作另一种注册原语,以补充基于平面的注册。接下来,已经开发并实现了用于从两个数据集中识别和匹配相应平面的自动迭代过程。首先通过建筑物匹配过程将提取的平面关联为平面对,然后再进行平面匹配算法。然后,使用三种不同的几何配准算法来获得两个数据集之间的准确转换参数。 3D共形变换方法和姿态四元数是使用相应的平面对获取变换参数的两种方法。在将一个数据集映射到另一个数据集的坐标系之后,然后应用迭代最近点(ICP)算法,使用相应的构建点云进一步优化转换解决方案。提出并讨论了实验结果及其评估结果,以证明所提出方法的适用性。

著录项

  • 作者

    Gao, Yu.;

  • 作者单位

    York University (Canada).;

  • 授予单位 York University (Canada).;
  • 学科 Geodesy.;Remote Sensing.;Geotechnology.
  • 学位 M.Sc.
  • 年度 2011
  • 页码 179 p.
  • 总页数 179
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

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