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Three-Dimensional Reconstruction of Building Roofs from Airborne LiDAR Data Based on a Layer Connection and Smoothness Strategy

机译:基于层连接和平滑策略的机载LiDAR数据三维重建建筑物屋顶

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A new approach for three-dimensional (3-D) reconstruction of building roofs from airborne light detection and ranging (LiDAR) data is proposed, and it includes four steps. Building roof points are first extracted from LiDAR data by using the reversed iterative mathematic morphological (RIMM) algorithm and the density-based method. The corresponding relations between points and rooftop patches are then established through a smoothness strategy involving “seed point selection, patch growth, and patch smoothing.” Layer-connection points are then generated to represent a layer in the horizontal direction and to connect different layers in the vertical direction. Finally, by connecting neighboring layer-connection points, building models are constructed with the second level of detailed data. The key contributions of this approach are the use of layer-connection points and the smoothness strategy for building model reconstruction. Experimental results are analyzed from several aspects, namely, the correctness and completeness, deviation analysis of the reconstructed building roofs, and the influence of elevation to 3-D roof reconstruction. In the two experimental regions used in this paper, the completeness and correctness of the reconstructed rooftop patches were about 90% and 95%, respectively. For the deviation accuracy, the average deviation distance and standard deviation in the best case were 0.05 m and 0.18 m, respectively; and those in the worst case were 0.12 m and 0.25 m. The experimental results demonstrated promising correctness, completeness, and deviation accuracy with satisfactory 3-D building roof models.
机译:提出了一种通过机载光检测和测距(LiDAR)数据对建筑物屋顶进行三维(3-D)重建的新方法,该方法包括四个步骤。首先使用反向迭代数学形态学(RIMM)算法和基于密度的方法从LiDAR数据中提取建筑物屋顶点。然后,通过涉及“种子点选择,斑块生长和斑块平滑”的平滑策略来建立点与屋顶斑块之间的对应关系。然后生成层连接点,以在水平方向上表示一个层,并在垂直方向上连接不同的层。最后,通过连接相邻的层连接点,使用第二层详细数据构建建筑模型。这种方法的主要贡献是使用层连接点和平滑策略来重建模型。从正确性和完整性,重建建筑物屋顶的偏差分析以及高程对3-D屋顶重建的影响等方面对实验结果进行了分析。在本文使用的两个实验区域中,重建的屋顶补丁的完整性和正确性分别约为90%和95%。对于偏差精度,最佳情况下的平均偏差距离和标准偏差分别为0.05 m和0.18 m。最差情况下的那些分别是0.12 m和0.25 m。实验结果证明了令人满意的3D建筑屋顶模型的正确性,完整性和偏差准确性。

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