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    Error Models and Propagation in Directly Georeferenced Terrestrial Laser Scanner Networks

    Source: Journal of Surveying Engineering:;2005:;Volume ( 131 ):;issue: 004
    Author:
    Derek D. Lichti
    ,
    Stuart J. Gordon
    ,
    Taravudh Tipdecho
    DOI: 10.1061/(ASCE)0733-9453(2005)131:4(135)
    Publisher: American Society of Civil Engineers
    Abstract: Cultural heritage recording and engineering surveying are prime applications for terrestrial laser scanners (TLSs) because of the high spatial resolution, high accuracy, and fast data capture rates this technology offers. To date, insufficient attention has been given to the many error sources contributing to the uncertainty of scanner datasets. A full error budget for directly georeferenced terrestrial laser scanner networks that considers both relevant error sources fundamental to surveying and those unique to sampled laser scanner systems is derived. In the case of the latter, new probabilistic models are proposed for angular positional uncertainty due to laser beamwidth and centroid-based target pointing. Analysis of a cultural heritage-recording project in Ayutthaya, Thailand, highlights the disparity between “expected” precision and the more realistic precision indicated by the error budget and demonstrates that the beamwidth error can be a significant factor. The causes and effects of several systematic errors inherent to TLS datasets are also discussed.
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      Error Models and Propagation in Directly Georeferenced Terrestrial Laser Scanner Networks

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    http://yetl.yabesh.ir/yetl1/handle/yetl/35943
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    contributor authorDerek D. Lichti
    contributor authorStuart J. Gordon
    contributor authorTaravudh Tipdecho
    date accessioned2017-05-08T21:01:43Z
    date available2017-05-08T21:01:43Z
    date copyrightNovember 2005
    date issued2005
    identifier other%28asce%290733-9453%282005%29131%3A4%28135%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/35943
    description abstractCultural heritage recording and engineering surveying are prime applications for terrestrial laser scanners (TLSs) because of the high spatial resolution, high accuracy, and fast data capture rates this technology offers. To date, insufficient attention has been given to the many error sources contributing to the uncertainty of scanner datasets. A full error budget for directly georeferenced terrestrial laser scanner networks that considers both relevant error sources fundamental to surveying and those unique to sampled laser scanner systems is derived. In the case of the latter, new probabilistic models are proposed for angular positional uncertainty due to laser beamwidth and centroid-based target pointing. Analysis of a cultural heritage-recording project in Ayutthaya, Thailand, highlights the disparity between “expected” precision and the more realistic precision indicated by the error budget and demonstrates that the beamwidth error can be a significant factor. The causes and effects of several systematic errors inherent to TLS datasets are also discussed.
    publisherAmerican Society of Civil Engineers
    titleError Models and Propagation in Directly Georeferenced Terrestrial Laser Scanner Networks
    typeJournal Paper
    journal volume131
    journal issue4
    journal titleJournal of Surveying Engineering
    identifier doi10.1061/(ASCE)0733-9453(2005)131:4(135)
    treeJournal of Surveying Engineering:;2005:;Volume ( 131 ):;issue: 004
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian