陆地测量中未知变换参数的估计:一个模拟问题

M. Nedvedova, J. Marek, P. Chmelar
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引用次数: 0

摘要

近年来,随着三维扫描仪的普及,三维物体建模成为人们研究的热点。目前有许多方法可用于解决配准问题,即在不同位置的多个扫描中定位3D物体时需要估计未知的转换参数。在大地测量或建筑中定位三维物体的实践中遇到了两个不同的问题。在第一种方法中,对反射表面上标记有目标的数十个点进行多次扫描,实现三维物体点坐标的测量。在第二种变体中,“数百或数千点的云”的坐标测量可以在不同坐标系的几次扫描中获得。在云中,有必要根据它们的颜色匹配找到匹配的点对,称为相同的点。在这两种版本中,数据融合时必须将来自不同坐标系的相同点的坐标重新计算到所选坐标系。该问题涉及寻找未知的移位和旋转变换参数。本文的目的是模拟多次扫描中同一点的测量。我们将创建一个测试任务,用于测试为解决注册问题而提出的方法。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Estimates of unknown transformation parameters in terrestrial measurements: one simulated problem
In connection with the expansion of 3D scanners, 3D object modeling has become highly studied in recent years. Many methods are currently available to solve the registration problem, whereby unknown transformation parameters need to be estimated when targeting a 3D object in multiple scans from different locations. Two different problems are encountered in the practice of targeting 3D objects in geodesy or construction. In the first variant, the measurement of the coordinates of the points of the 3D object is realized in several scans on tens of points marked with targets on a reflective surface. In the second variant, measurements of the coordinates of "clouds of hundreds or thousands of points" are available in several scans from different coordinate systems. In clouds it is necessary to find matching pairs of points, called identical points, based on their color match. In both versions, the coordinates of identical points from different coordinate systems must be recalculated to the selected coordinate system during data fusion. The problem leads to finding unknown shift and rotation transformation parameters. The aim of this article is to simulate the measurement of identical points in multiple scans. We will create a test task that can be used to test the methods proposed to solve the registration problem.
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