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AUTOMATIC EXTRACTION OF VERTICAL WALLS FROM MOBILE AND AIRBORNE LASER SCANNING DATA

机译:自动提取移动和空气扫描数据的垂直墙壁

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Building outlines in cadastral maps are often created from different sources such as terrestrial surveying and photogrammetric analyses. In the latter case the position of the building wall cannot be estimated correctly if a roof overhang is present. This causes an inconsistent representation of the building outlines in cadastral map data. Laser scanning can be used to correct for such estimation inconsistencies and additional occurring changes in the building shape. Nowadays, airborne (ALS) and mobile laser scanning (MLS) data for overlapping areas are available. The object representation in ALS and MLS point clouds is rather different regarding point density, representation of object details (scale), and completeness, which is caused by the different platform position i.e. distance to the object and scan direction. These differences are analysed by developing a workflow for automatic extraction of vertical building walls from 3D laser scanning point clouds. A region growing segmentation using Hough transform derives the initial segments. These are then classified based on planarity, inclination, wall height and width. The planar position accuracy of corresponding walls and completeness of the automatically extracted vertical walls are investigated. If corresponding vertical wall segments are defined by a maximum distance of 0.1 m and maximum angle of 3 deg then 24 matches with a planimetric accuracy of 0.05 m RMS and 0.04 m standard deviation of the X- and Y-coordinates could be found. Finally the extracted walls are compared to building outlines of a cadastral map for map updating. The completeness of building walls in both ALS and MLS depends strongly on the relative position between sensor and object. A visibility analysis for the building facades is performed to estimate the potential completeness in the MLS data. Vertical walls in ALS data are represented as less detailed facades caused by lower point densities, which is enforced by large incidence angles. This can be compensated by the denser MLS data if the facade is covered by the survey.
机译:在地籍地图中建立纲要通常是从地面测量和摄影测量的不同来源创建。在后一种情况下,如果存在屋顶悬垂,则无法正确估计建筑物墙壁的位置。这导致建筑物概述在地籍地图数据中的概要不一致。激光扫描可用于校正这些估计不一致性和建筑物形状的额外发生变化。如今,空中(ALS)和移动激光扫描(MLS)可用于重叠区域的数据。 ALS和MLS点云中的对象表示对于点密度,对象细节(比例)的表示和完整性的表示是不同的,这是由不同平台位置I.距离对象的距离和扫描方向引起的。通过开发来自3D激光扫描点云的自动提取垂直建筑墙的工作流程来分析这些差异。使用Hough变换的区域生长分割导出初始段。然后基于平面度,倾斜度,壁高和宽度进行分类。研究了相应壁的平面定位精度和自动提取的垂直壁的完整性。如果相应的垂直壁段由0.1μm的最大距离和3°的最大角度限定,则可以找到具有0.05 m rms的平面精度的24个匹配和X和Y坐标的0.04米标准偏差。最后,将提取的墙壁进行比较,与建立用于地图更新的地籍图的轮廓。两个ALS和MLS中的建筑墙的完整性强烈地取决于传感器和物体之间的相对位置。执行建筑物外观的可见度分析以估计MLS数据中的潜在完整性。 ALS数据中的垂直壁表示为由较低点密度引起的细节外墙,其由大的入射角执行。如果调查覆盖外观,则可以通过更密集的MLS数据来补偿。

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