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A COMPARISON OF MULTI-VIEW 3D RECONSTRUCTION OF A ROCK WALL USING SEVERAL CAMERAS AND A LASER SCANNER

机译:岩壁使用几台相机和激光扫描仪进行多视图三维重建的比较

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This work presents a comparative study between multi-view 3D reconstruction using various digital cameras and a terrestrial laser scanner (TLS). Five different digital cameras were used in order to estimate the limits related to the camera type and to establish the minimum camera requirements to obtain comparable results to the ones of the TLS. The cameras used for this study range from commercial grade to professional grade and included a GoPro Hero 1080 (5 Mp), iPhone 4S (8 Mp), Panasonic Lumix LX5 (9.5 Mp), Panasonic Lumix ZS20 (14.1 Mp) and Canon EOS 7D (18 Mp). The TLS used for this work was a FARO Focus 3D laser scanner with a range accuracy of ±2 mm. The study area is a small rock wall of about 6 m height and 20 m length. The wall is partly smooth with some evident geological features, such as non-persistent joints and sharp edges. Eight control points were placed on the wall and their coordinates were measured by using a total station. These coordinates were then used to georeference all models. A similar number of images was acquired from a distance of between approximately 5 to 10 m, depending on field of view of each camera. The commercial software package PhotoScan was used to process the images, georeference and scale the models, and to generate the dense point clouds. Finally, the open-source package CloudCompare was used to assess the accuracy of the multi-view results. Each point cloud obtained from a specific camera was compared to the point cloud obtained with the TLS. The latter is taken as ground truth. The result is a coloured point cloud for each camera showing the deviation in relation to the TLS data. The main goal of this study is to quantify the quality of the multi-view 3D reconstruction results obtained with various cameras as objectively as possible and to evaluate its applicability to geotechnical problems.
机译:该工作介绍了使用各种数码相机和地面激光扫描仪(TLS)的多视图3D重建之间的比较研究。使用五种不同的数码相机,以估计与相机类型相关的限制,并建立最小相机要求,以获得与TL中的相当的结果。用于本研究的摄像机从商业级到专业级,包括GoPro英雄1080(5 MP),iPhone 4S(8 MP),松下Lumix LX5(9.5 MP),松下Lumix ZS20(14.1 MP)和佳能EOS 7D (18 MP)。用于此工作的TLS是Faro Focus 3D激光扫描仪,范围精度为±2 mm。研究区是一个大约6米高和20米长的小岩壁。墙壁与一些明显的地质特征是部分光滑的,例如非持久的关节和锋利的边缘。将八个控制点放置在壁上,通过使用全站仪测量它们的坐标。然后将这些坐标用于所有模型的地理化。根据每个相机的视野,从大约5到10米之间获取类似数量的图像。商业软件包Photoscan用于处理图像,地理指导和缩放模型,并生成密度云。最后,使用开源包CloudCompare来评估多视图结果的准确性。将从特定相机获得的每个点云与用TL获得的点云进行比较。后者被视为理论。结果是每个摄像机的彩色点云,显示与TLS数据相关的偏差。本研究的主要目标是量化使用各种相机获得的多视图3D重建结果的质量,尽可能客观地,并评估其对岩土问题的适用性。

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