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UAS-Based 3D Reconstruction Imagery Error Analysis

机译:基于UAS的3D重建图像误差分析

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With the rapid development of navigation, guidance and flight control systems, and sensing technologies, lately the market of small Aerial Systems (UASs) has boomed. UASs have been deployed in many different fields, including inspection of civilinfrastructureconditions. To monitor structural performance, a UAS will be equipped with different sensing devices based on the task and desired data product. So far, the two most commonly used sensors on UAS are optical cameras and Light Detection and Ranging (LIDAR) systems. By processing images of structures captured from a hovering UAS, a better understanding of structural conditions such as structural defects sizes or locations, or structural displacement may be achieved. For residential or commercial buildings, people often use 3D models reconstructed from multiple 2D images to analyze and assess structural conditions. The 3D models obtained directly from 2D images do not have an absolute scale, and they are geo-referenced via integration with ground control points or with additional sensors, such as LIDAR system. The quality of structure assessment is highly dependent on the accuracy of the 3D reconstruction and geo-referencing. However, various types of issues can arise in UAS-based 3D reconstruction, for instance, from the real-time image collection process, image and feature processing, model estimation, and integration with sensors or control points. In this paper, we will identify the major error sources, then quantify or simulate these errors, and estimate their contributions to the overall error in the structure assessment process. A set of imageries of regular shape models captured from the LIDAR onboard a small UAS will be collected and analyzed. These representative images will be used as examples to visualize and quantify the error sources of structural monitoring. Based on the error analysis results, we will discuss approaches to potentially constrain the error sources and mitigate their impact on the assessment process.
机译:随着导航,制导和飞行控制系统以及传感技术的飞速发展,近来小型航空系统(UAS)的市场蓬勃发展。 UAS已部署在许多不同的领域,包括民用基础设施条件的检查。为了监视结构性能,UAS将根据任务和所需的数据产品配备不同的传感设备。到目前为止,UAS上最常用的两个传感器是光学相机和光探测与测距(LIDAR)系统。通过处理从悬停的UAS捕获的结构的图像,可以更好地理解结构条件,例如结构缺陷的大小或位置或结构位移。对于住宅或商业建筑,人们经常使用从多个2D图像重建的3D模型来分析和评估结构条件。直接从2D图像获得的3D模型没有绝对比例,并且通过与地面控制点或其他传感器(例如LIDAR系统)集成来进行地理参考。结构评估的质量高度依赖于3D重建和地理参考的准确性。但是,基于UAS的3D重建中可能会出现各种类型的问题,例如,来自实时图像收集过程,图像和特征处理,模型估计以及与传感器或控制点的集成。在本文中,我们将确定主要的误差源,然后对这些误差进行量化或模拟,并在结构评估过程中估计它们对整体误差的贡献。从小型UAS上的LIDAR捕获的一组常规形状模型的图像将被收集和分析。这些代表性图像将用作示例,以可视化和量化结构监视的错误源。基于错误分析结果,我们将讨论可能限制错误源并减轻其对评估过程的影响的方法。

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