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HIGH RESOLUTION DATA FROM LASER SCANNING AND DIGITAL PHOTOGRAMMETRY TERRESTRIAL METHODOLOGIES. TEST SITE: AN ARCHITECTURAL SURFACE

机译:来自激光扫描和数码摄影测量陆地方法的高分辨率数据。测试网站:建筑面

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Terrestrial methodologies, as high resolution laser scanning and digital photogrammetry, are used in many applications in the field of architectural and cultural heritage surveys: they are characterized by different operative procedures and precisions. Data deriving from acquisition of an architectural surface, "morphologically complex" but geometrically simple and regular, were used in order to compare different methodologies. The 3D laser scanning data were acquired with HDS2500 Time Of Flight (TOF) terrestrial laser scanner and Konica Minolta Vivid 910 triangulation laser scanner. Moreover, the application of traditional topography with Leica TC2003 total station provided the 3D coordinates of 70 natural points, placed in the survey area, with high accuracy. The photogrammetric survey was performed with Canon EOS 1 DS Mark II digital metric camera: with 3 m and 6 m camera-to-object distances, 13 images with 10 cm and 20 cm, respectively of base increment, were acquired. The overlap between subsequent images is 95percent, but with non subsequent images it ranges from 40percent to 95percent. For each stereo-pair, a stereoscopic model was created with Socet Set v. 5.4 software and the corresponding digital model was extracted. The different models were co-registered in the same reference system using control points and, subsequently, were compared: results indicated a good agreement between the data derived from HDS2500 laser scanner, digital photogrammetry and natural points. Moreover, the applicability of Konica Minolta Vivid 910 laser scanner for detailed architectural survey was demonstrated.
机译:地面的方法,如高分辨率激光扫描和数字摄影测量,在建筑和文化遗产调查的许多应用领域中使用:他们的特点是不同的手术方法和精度。从收购建筑表面的派生数据“形态复杂”,但几何简单和规则,是在为了比较不同的方法使用。三维激光扫描数据用HDS2500飞行时间(TOF)地面激光扫描器和柯尼卡美能达生动910的三角测量激光扫描器采集。此外,传统的形貌与徕卡TC2003全站仪应用程序提供的3D坐标的70分自然,放置在勘测区域,具有高的精度。在摄影测量用佳能EOS 1 DS标记II数字度量相机进行:用3和6μm相机到对象的距离,13个图像用10厘米,20厘米,分别基增量的,被收购。后续图像之间的重叠是95percent,但与非后续图像从40percent范围为95percent。对于每个立体对,立体模型用SOCET集合V 5.4软件创建并萃取相应的数字模型。不同的型号分别为共同配准的使用控制点在相同的参考系统,并且随后进行了比较:结果表明从HDS2500激光扫描仪,数字摄影和自然点得到的数据之间的良好的一致性。此外,柯尼卡美能达生动910激光扫描仪对详细的架构调查的适用性证明。

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