地面三维激光扫描标靶研究被引量：55

Research on the target in TLS

下载PDF

导出

摘要标靶在地面三维激光扫描中的主要作用是点云拼接中的连接点和坐标转换中的控制点。平面型标靶获取精度与扫描角度和扫描距离有关。利用LeicaHDS3000扫描仪通过两个试验分析了不同扫描角度和距离条件下的标靶获取精度指标。 In TLS, targets are used in the process of registration, georefereneing and also can be used as cheek points. Generally,the accuracy of acquiring the flal targets is influenced by scan range and incident angle. In this paper, we use a Leiea HDS3000 laser scanner to obtain the accuracy ineex of different scan range and incident angle.

作者朱凌

机构地区中国科学院地理科学与资源研究所北京建筑工程学院

出处《激光杂志》 CAS CSCD 北大核心 2008年第1期33-35,共3页 Laser Journal

基金北京市教育委员会科技发展项目(km200510016011)

关键词地面三维激光扫描标靶点云拼接 TLS target point cloud registration

分类号 P204 [天文地球—测绘科学与技术]

引文网络
相关文献

参考文献13

1Yurly Reshetyuk. Invesligalion and calibralion of pulsed time - of- flight terrestrial laser scanners, Licenliale thesis in Geodesy[ EB/OL].Royal Institute of Technology (KTH), 2006, hltp://www.geomalics. kth. se/- geod/yuri.pdf.
2Balzani, M., Pellegrinelli, A., Perfetti, N. and Uccelli, F.A terreslrial laser scanner: accuracy tesls[C]. In Proceedings of 18th Inlernalional Symposium CIPA 2001. Polsdam, Germany [ EB/OL ],September, 2001,18 - 21,445 - 453. URL: http://www..schweizerbart,de/ pubs/books/es/viiithinls - 182024500 - desc. html/.
3Mills, J. and Barber, D. An Addendum to the Metric Survey Specifications for English Heritage - the collection and archiving of point cloud data obtained by terrestrial laser scanning or other methods[ EB/OL]. Version 11/12/2003. URL: http://www, heritage3d.org.
4Balis, V., Karamistos, S., Kotsis, I., Liapakis, C. and Simpas, N. 3D- Laser Scanning: Integration of Point Cloud and CCD Camera Video Data for the Production of High Resolution and Precision RGB Textured Models: Archaeological Monuments Surveying Application in Ancient Ilida [J]. In Proceedings of FIG Working Week [ EB/OL ]. Athens, Greece, May 22 27. URL:http://www.fig. nel/pub/athens/.
5Scaioni, M. Direct georeferencing of TLS in surveying of complex sites [C]. In Proceedings of the ISPRS Working Group V/4 Workshop 3D - ARCH Virtual Reconslruclion and Visualizalion of Complex Architectures. Meslre - Venice, Italy[ EB/OL], Augusl, 2005,22 - 24. URL: http://www.isprs.org/publicalions/archives.html.
6Gordon, S. J. and Lichti, D.D.Terrestrial laser scanners with a narrow field of view: the effect on 3D resection solutions[J]. Survey Review, 2004,37,292 : 448 - 468 [ EB/OL ]. htlp://www.surveyreview. org/Abslract2004.htm .
7Lichti, D. ,Stewart, M., Tsakiri, M. and Snow, A. J. Benchmark Tests on a Three - Dimensional Laser Scanning System[J]. Geomatics Research Australasia, 2000, 72: 1 - 24 [ EB/OL ]. http://www.cage. curtin.au/- geogrp/wordDocs/scancal.pdf .
8Lichti, D. D. and Gordon, S. 1. Error Propagalion in Directly Georeferenced Terrestrial Laser Scanner Point Clouds for Cultural Heritage Recording. In Proceedings of FIG Working Week[ EB/OL]. Athens, Greece, May, 2004,22 - 27. URL: http://www.fig. net/pub/athens/.
9Geoff Jacobs. Registration and Geo - referencing [ EB/OL ]. http:// www. leica - geosystems.com.
10Stuart Gordon, Liehti, Mike Stewart and Jochen Franke. Structural deformation measurement using terrestrial laser scanners [ C ]. Proceedings, 11 th FIG Symposium on Deformation Measurements, Santorini, Greece, 2003.