S. Barba, A. Di Benedetto, A. di Filippo, M. Fiani
{"title":"点云精度的一种估计方法:以法尔科宫为例","authors":"S. Barba, A. Di Benedetto, A. di Filippo, M. Fiani","doi":"10.5194/isprs-annals-x-m-1-2023-27-2023","DOIUrl":null,"url":null,"abstract":"Abstract. In the context of cultural heritage documentation and conservation, an accurate 3D model is essential to properly describe an artifact of historical relevance and provide the expert user with verified metric data. In this paper we propose a workflow aimed at estimating errors in the image orientation steps, which is useful for improving the accuracy of the sparse cloud (composed of Tie Points). Some parameters provided as input to the processing software, often overlooked by the user in favour of the default ones, are analysed. Specifically, tests are carried out using the commercial software package Agisoft Metashape and involve the analysis of three parameters: (i) the accuracy of measuring the Ground Control Points (GCPs) provided by the user; (ii) the accuracy of the Tie Points (TPs) computed by the software; and (iii) the accuracy of collimating the GCPs on the image. The accuracy of the GCPs is estimated by implementing the formulas of error propagation in MATLAB, considering the three concurring sources of error: the coordinate measurement with the Total Station (TS), the coordinate transformation from the local system to the UTM/ETRF00 System, and the GNSS measurement for estimating the transformation parameters. The transformation parameters are calculated using the Bursa Wolf method. The collimation accuracy of GCPs on the image is estimated by the reprojection error of each single GCPs on the image plane. The accuracy of the GCPs will be estimated by the standard error per unit weight (SEUW), accurate GCPs being expected to have a SEUW value close to unity. SEUW is also the overall indicator for estimating the accuracy of the TPS cloud because it is influenced, in different ways, by all three parameters analysed. Test Area is a historic building located in the town of Fisciano, a few kilometres from the city of Salerno, known as Palazzo De Falco. The results highlight how these parameters, if not properly considered, can significantly affect the final 3D model.\n","PeriodicalId":30633,"journal":{"name":"ISPRS Annals of the Photogrammetry Remote Sensing and Spatial Information Sciences","volume":"52 1","pages":""},"PeriodicalIF":0.0000,"publicationDate":"2023-06-23","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":"{\"title\":\"A METHOD FOR ESTIMATING THE ACCURACY OF THE TIE POINTS CLOUD: THE CASE STUDY OF PALAZZO DE FALCO\",\"authors\":\"S. Barba, A. Di Benedetto, A. di Filippo, M. Fiani\",\"doi\":\"10.5194/isprs-annals-x-m-1-2023-27-2023\",\"DOIUrl\":null,\"url\":null,\"abstract\":\"Abstract. In the context of cultural heritage documentation and conservation, an accurate 3D model is essential to properly describe an artifact of historical relevance and provide the expert user with verified metric data. 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引用次数: 0
摘要
摘要在文化遗产记录和保护的背景下,准确的3D模型对于正确描述与历史相关的工件并为专家用户提供经过验证的度量数据至关重要。在本文中,我们提出了一种用于估计图像方向步骤误差的工作流程,这有助于提高稀疏云(由Tie点组成)的精度。分析了作为处理软件输入的一些参数,这些参数往往被用户忽略,而倾向于使用默认参数。具体来说,测试是使用商业软件包Agisoft Metashape进行的,涉及三个参数的分析:(i)测量用户提供的地面控制点(gcp)的精度;(ii)软件计算的结合点(TPs)的准确性;(iii)在图像上校准gcp的精度。在MATLAB中实现误差传播公式,同时考虑三个并发误差源:全站仪(TS)坐标测量、本地系统到UTM/ETRF00系统的坐标转换以及估计转换参数的GNSS测量。采用Bursa Wolf法计算变换参数。利用单个gcp在像面上的重投影误差估计gcp对像的准直精度。gcp的准确性将通过每单位重量的标准误差(SEUW)来估计,准确的gcp的SEUW值应该接近于1。SEUW也是估计TPS云准确性的总体指标,因为它以不同的方式受到所分析的所有三个参数的影响。试验区是一座历史建筑,位于菲西亚诺镇,距离萨莱诺市几公里,被称为Palazzo De Falco。结果突出了这些参数,如果没有适当考虑,可以显著影响最终的3D模型。
A METHOD FOR ESTIMATING THE ACCURACY OF THE TIE POINTS CLOUD: THE CASE STUDY OF PALAZZO DE FALCO
Abstract. In the context of cultural heritage documentation and conservation, an accurate 3D model is essential to properly describe an artifact of historical relevance and provide the expert user with verified metric data. In this paper we propose a workflow aimed at estimating errors in the image orientation steps, which is useful for improving the accuracy of the sparse cloud (composed of Tie Points). Some parameters provided as input to the processing software, often overlooked by the user in favour of the default ones, are analysed. Specifically, tests are carried out using the commercial software package Agisoft Metashape and involve the analysis of three parameters: (i) the accuracy of measuring the Ground Control Points (GCPs) provided by the user; (ii) the accuracy of the Tie Points (TPs) computed by the software; and (iii) the accuracy of collimating the GCPs on the image. The accuracy of the GCPs is estimated by implementing the formulas of error propagation in MATLAB, considering the three concurring sources of error: the coordinate measurement with the Total Station (TS), the coordinate transformation from the local system to the UTM/ETRF00 System, and the GNSS measurement for estimating the transformation parameters. The transformation parameters are calculated using the Bursa Wolf method. The collimation accuracy of GCPs on the image is estimated by the reprojection error of each single GCPs on the image plane. The accuracy of the GCPs will be estimated by the standard error per unit weight (SEUW), accurate GCPs being expected to have a SEUW value close to unity. SEUW is also the overall indicator for estimating the accuracy of the TPS cloud because it is influenced, in different ways, by all three parameters analysed. Test Area is a historic building located in the town of Fisciano, a few kilometres from the city of Salerno, known as Palazzo De Falco. The results highlight how these parameters, if not properly considered, can significantly affect the final 3D model.