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城市场景重访车载点云位置一致性改正
Position Consistency Correction of Revisit Mobile Laser Scanning Point Cloud in Urban Scene

DOI: 10.12677/GST.2019.72015, PP. 101-111

Keywords: 城市场景,两两配准,位置一致性改正,车载点云
Urban Scene
, Pairwise Registration, Position Consistency Correction, Mobile Laser Scanning Point Cloud

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Abstract:

车载激光点云在城市道路资产管理、高精驾驶地图、农村宅基地调查、高速公路改扩建、智能交通等国家重大工程应用中发挥着非常重要的作用;然而,受道路环境复杂、定位信号受遮挡、定姿误差累积等影响,导致往返或不同时相的重访车载点云存在分米甚至米级的位置偏差,严重影响后续数据处理与应用。为解决上述技术瓶颈,本文提出一种城市场景重访车载点云位置一致性改正算法。首先,依据车载轨迹的加速度与角速度将车载点云数据进行层次化分段,同时保证重访段的重叠度;然后,提取分段内的二进制形状上下文(Binary Shape Context, BSC)特征,并依据视觉单词与先验信息加速同名BSC特征匹配;最后,依次进行重访粗分段和细分段点云的两两配准,并剔除不可靠的两两配准结果。实验表明,本文方法能有效改正城市场景重访车载点云中的位置不一致问题,对于不同偏差级别和时相的车载点云,具有很高的鲁棒性和时间效率。
The Mobile Laser Scanning (MLS) point clouds play a very important role in national major engi-neering applications such as urban road asset management, high-definition driving map, rural homestead survey, highway reconstruction and expansion. However, owing to complex road envi-ronment, occluded positioning signal and time-accumulation of attitude error, the MLS point clouds collected by the back and forth scans or among multiple excursions in the same region often suffer misalignment ranging from sub-meter to meters, which impedes the subsequent processing and ap-plications. To deal with the technical bottleneck mentioned above, a method of MLS point cloud po-sition consistency correction in urban scene is proposed. Firstly, the MLS point clouds are divided into multi-scale sub-regions based on the acceleration and angular velocity of each trajectory point, and the overlap degree of revisited sub-regions is ensured at the same time. Secondly, binary shape context (BSC) features in sub-regions are extracted, and visual words and prior information are used to accelerate feature matching. Thirdly, pairwise registration of large and small revisited sub-regions is carried out in turn, and unreliable registration results are removed. The perfor-mance of the proposed method is evaluated on several challenging MLS point clouds with different deviation levels and different temporal, showing good robustness, accuracies and efficiencies.

References

[1]  Kukko, A. (2013) Mobile Laser Scanning-System Development, Performance and Applications. Finnish Geodetic Institute.
[2]  Xu, S., Cheng, P., Zhang, Y., et al. (2015) Error Analysis and Accuracy Assessment of Mobile Laser Scanning System. Open Automation & Control Systems Journal, 7, 485-495.
https://doi.org/10.2174/1874444301507010485
[3]  Yang, B.S., Dong, Z., Liu, Y., et al. (2017) Computing Multiple Aggregation Levels and Contextual Features for Road Facilities Recognition Using Mobile Laser Scanning Data. ISPRS Journal of Photogrammetry and Remote Sensing, 126, 180-194.
https://doi.org/10.1016/j.isprsjprs.2017.02.014
[4]  李峰, 余志伟, 董前林, 等. 车载激光点云数据精度的提高方法[J]. 图书情报导刊, 2011, 21(9): 123-125.
[5]  Takai, S., Date, H., Kanai, S., et al. (2013) Accurate Registration of MMS Point Clouds of Urban Areas Using Trajectory.
https://doi.org/10.5194/isprsannals-II-5-W2-277-2013
[6]  Besl, P.J. and McKay, N.D. (1992) A Method for Registration of 3-D Shapes. IEEE Transactions on Pattern Analysis and Machine Intelligence, 14, 239-256.
https://doi.org/10.1109/34.121791
[7]  Shiratori, T., Berclaz, J., Harville, M., et al. (2015) Efficient Large-Scale Point Cloud Regis-tration Using Loop Closures. 2015 International Conference on 3D Vision, Lyon, 19-22 October 2015, 232-240.
[8]  Yang, S., Zhu, X.L., Nian, X., et al. (2018) A Robust Pose Graph Approach for City Scale LiDAR Mapping.
https://doi.org/10.1109/IROS.2018.8593754
[9]  Habib, A., Kersting, A.P., Bang, K.I., et al. (2010) Alternative Methodologies for the Internal Quality Control of Parallel LiDAR Strips. IEEE Transactions on Geoscience and Remote Sensing, 48, 221-236.
https://doi.org/10.1109/TGRS.2009.2026424
[10]  Lee, J., Yu, K., Kim, Y., et al. (2007) Adjustment of Discrepancies Between LIDAR Data Strips Using Linear Features. IEEE Geoscience and Remote Sensing Letters, 4, 475-479.
https://doi.org/10.1109/LGRS.2007.898079
[11]  Rentsch, M. and Krzystek, P. (2012) LiDAR Strip Adjustment with Automatically Reconstructed Roof Shapes. The Photogrammetric Record, 27, 272-292.
https://doi.org/10.1111/j.1477-9730.2012.00690.x
[12]  Maas, H. (2002) Methods for Measuring Height and Planimetry Dis-crepancies in Airborne Laser Scanner Data. Photogrammetric Engineering and Remote Sensing, 68, 933-940.
[13]  Han, J.Y., Chen, C.S. and Lo, C.T. (2013) Time-Variant Registration of Point Clouds Acquired by a Mobile Mapping System. IEEE Geoscience & Remote Sensing Letters, 11, 196-199.
https://doi.org/10.1109/LGRS.2013.2252417
[14]  Yan, L., Tan, J., Liu, H., et al. (2018) Automatic Non-Rigid Registration of Multi-Strip Point Clouds from Mobile Laser Scanning Systems. International Journal of Remote Sensing, 39, 1713-1728.
https://doi.org/10.1080/01431161.2017.1410248
[15]  Yu, F., Xiao, J. and Funkhouser, T. (2015) Semantic Alignment of LiDAR Data at City Scale. IEEE Conference on Computer Vision and Pattern Recognition, Boston, 7-12 June 2015, 1722-1731.
https://doi.org/10.1109/CVPR.2015.7298781
[16]  Zille, H., Sander, O.E. and George, V. (2018) An Automatic Procedure for Mobile Laser Scanning Platform 6DOF Trajectory Adjustment. International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences, 42, 203-209.
https://doi.org/10.5194/isprs-archives-XLII-1-203-2018
[17]  Dong, Z., Yang, B., Liu, Y., et al. (2017) A Novel Binary Shape Context for 3D Local Surface Description. ISPRS Journal of Photogrammetry and Remote Sensing, 130, 431-452.
https://doi.org/10.1016/j.isprsjprs.2017.06.012
[18]  Nistér, D. and Stewénius, H. (2006) Scalable Recognition with a Vocabulary Tree. IEEE Computer Society Conference on Computer Vision and Pattern Recognition, 17-22 June 2006, 2161-2168.
[19]  Gressin, A., Cannelle, B., Clément, M., et al. (2012) Trajectory-Based Registration of 3D Lidar Point Clouds Acquired with a Mobile Mapping System. ISPRS Annals of Photogrammetry, Remote Sensing and the Spatial Information Sciences, 117-122.

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