Chair of Instrumental Technique, Faculty of Geodesy, University of Zagreb, Kačićeva 26, 10000 Zagreb, Croatia.
Chair of Land Surveying, Faculty of Geodesy, University of Zagreb, Kačićeva 26, 10000 Zagreb, Croatia.
Sensors (Basel). 2021 Sep 18;21(18):6265. doi: 10.3390/s21186265.
High industrial chimney inclination monitoring and analysis is crucial from a stability point of view because, if not maintained, it can pose a great potential hazard for its surroundings. Various modern approaches of chimneys' geometrical parameters determination have been proposed and are actively in use. However, little research regarding the applicability of the unmanned aerial system (UAS)-based photogrammetric approach of chimney structural monitoring has been conducted and a comprehensive analysis with validated methods is lacking. Therefore, this research is focused on the determination of geometrical structural parameters of a masonry chimney whereby two independent methods have been applied. Reference values of the chimney geometrical parameters have been determined by precise total station (TS) measurements and, in relation to them, the applicability of the UAS-based photogrammetric approach is evaluated. Methodologically, the reference and validation values of the chimney geometrical parameters have been determined based on double modeling of the chimney structure. Firstly, cross-sectional elliptical regression has been applied to determine the geometrical values of the chimney at predefined above-ground levels (AGLs). Secondly, the spatial chimney axis has been derived by polynomial regression to determine the inclination of the full chimney structure. Lastly, the structural stability of the chimney is validated based on its axis inclination whereby permitted deviations are determined according to the European Standard EN 1996-1-1:2005. Experimental results of our research show that consistently better results are gained by TS-based surveys and, although the determination of the chimney's geometrical values by the UAS-based approach is certainly possible, great attention must be given to the accuracy of the UAS-generated point cloud (PC) if high accuracy results are needed.
从稳定性角度来看,对高大工业烟囱的倾斜监测和分析至关重要,因为如果不加以维护,它可能会对周围环境造成极大的潜在危害。已经提出并积极使用各种现代方法来确定烟囱的几何参数。然而,对于基于无人机系统 (UAS) 的烟囱结构监测摄影测量方法的适用性的研究很少,并且缺乏经过验证的方法的综合分析。因此,这项研究专注于确定砌体烟囱的几何结构参数,为此应用了两种独立的方法。通过精确的全站仪 (TS) 测量确定了烟囱几何参数的参考值,并对基于 UAS 的摄影测量方法的适用性进行了评估。在方法上,基于对烟囱结构的双重建模,确定了烟囱几何参数的参考值和验证值。首先,应用横截面椭圆回归来确定在预设地面以上高度 (AGL) 的烟囱的几何值。其次,通过多项式回归推导出空间烟囱轴,以确定整个烟囱结构的倾斜度。最后,根据欧洲标准 EN 1996-1-1:2005 验证烟囱的结构稳定性,根据允许偏差确定烟囱轴倾斜度。我们的研究的实验结果表明,基于 TS 的测量可以获得更一致的结果,尽管基于 UAS 的方法确定烟囱的几何值是可行的,但如果需要高精度的结果,必须非常注意 UAS 生成的点云 (PC) 的准确性。