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LIDAR STRIP ADJUSTMENT USING AUTOMATICALLY RECONSTRUCTED ROOF SHAPES

机译:LIDAR带式使用自动重建屋顶形状调节

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LiDAR systems have been established as technology for fast and high-resolution acquisition of 3D point clouds. In general, LiDAR data acquisition is conducted by private companies who are also responsible for processing and quality control. However, in many cases a subsequent quality assessment of overlapping LiDAR strips still reveals apparent horizontal and vertical offsets which are caused by undetected systematic errors (e.g. insufficient calibration and strip adjustment). The presented work covers methods for the detection of remaining discrepancies in overlapping LiDAR strips with main focus on the development of a new precise 3D measurement technique based on intersecting roof ridge lines and roof planes which are automatically reconstructed from the LiDAR point clouds in overlapping strips. The coordinate differences between conjugate intersection points are incorporated in an adjustment process to resolve for the residual errors of each LiDAR strip separately. The new 3D reconstruction method can also take advantage of full waveform measurements like pulse width and intensity which are decomposed from the waveforms. Finally, the LiDAR strips are corrected and validated by checking the correspondence among neighbouring strips. The quality control system has been successfully applied to pre-processed and adjusted LiDAR strips. In general, the results show that significant discrepancies mainly in position still exist. After the adjustment of 8 strips (altitude 1000 m) using precise 3D measurements, the relative horizontal displacements between adjacent strips are improved by more than 70percent.
机译:LIDAR系统已成为3D点云的快速和高分辨率采集的技术。通常,LIDAR数据收购由私营公司进行,该公司也负责加工和质量控制。然而,在许多情况下,随后的重叠激光雷达条的质量评估仍然揭示了由未检测到的系统误差引起的明显水平和垂直偏移(例如,校准和条带调节不足)。所提出的工作涵盖了检测重叠激光雷达条带有的剩余差异的方法,主要重点关注基于交叉屋顶线和屋顶平面的新的精确3D测量技术的开发,其自动从LIDAR点云中的重叠条重建。共轭交叉点之间的坐标差异被结合在调整过程中,以分解每个激光条带的残余误差。新的3D重建方法还可以利用与波形分解的脉冲宽度和强度等全波形测量。最后,通过检查相邻条带之间的对应关系来校正并验证LIDAR条。质量控制系统已成功应用于预处理和调整的LIDAR条带。一般来说,结果表明,主要差异主要存在于位置。在使用精确的3D测量调整8条带(高度1000 m)之后,相邻条带之间的相对水平位移通过70分钟提高。

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