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    Two-Prism Surveying Probe

    Source: Journal of Surveying Engineering:;2004:;Volume ( 130 ):;issue: 002
    Author:
    Stéphanie Bourgon
    ,
    Rock Santerre
    ,
    Michel Boulianne
    DOI: 10.1061/(ASCE)0733-9453(2004)130:2(79)
    Publisher: American Society of Civil Engineers
    Abstract: The two-prism surveying probe reaches points on which it is impossible to preserve the verticality of a prism pole or the line of sight between the total station and this prism. Developed at the Centre for Research in Geomatics at Laval University, the probe consists of two miniprisms located along a surveying pole. The two prisms and the probe tip being collinear, three-dimensional coordinates of the point in physical contact with the probe tip can be obtained by taking measurements on each prism and by knowing the distance between these two prisms and the distance between one of these prisms and the probe tip. Moreover, constraints on the distance between the two prisms and on the zenith angle of the probe can be included into the mathematical model. Field tests presented in this paper show that the surveying probe positioning can achieve an accuracy of 0.7 cm (root sum square value) for the three components of the surveyed points.
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      Two-Prism Surveying Probe

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    contributor authorStéphanie Bourgon
    contributor authorRock Santerre
    contributor authorMichel Boulianne
    date accessioned2017-05-08T21:01:41Z
    date available2017-05-08T21:01:41Z
    date copyrightMay 2004
    date issued2004
    identifier other%28asce%290733-9453%282004%29130%3A2%2879%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/35903
    description abstractThe two-prism surveying probe reaches points on which it is impossible to preserve the verticality of a prism pole or the line of sight between the total station and this prism. Developed at the Centre for Research in Geomatics at Laval University, the probe consists of two miniprisms located along a surveying pole. The two prisms and the probe tip being collinear, three-dimensional coordinates of the point in physical contact with the probe tip can be obtained by taking measurements on each prism and by knowing the distance between these two prisms and the distance between one of these prisms and the probe tip. Moreover, constraints on the distance between the two prisms and on the zenith angle of the probe can be included into the mathematical model. Field tests presented in this paper show that the surveying probe positioning can achieve an accuracy of 0.7 cm (root sum square value) for the three components of the surveyed points.
    publisherAmerican Society of Civil Engineers
    titleTwo-Prism Surveying Probe
    typeJournal Paper
    journal volume130
    journal issue2
    journal titleJournal of Surveying Engineering
    identifier doi10.1061/(ASCE)0733-9453(2004)130:2(79)
    treeJournal of Surveying Engineering:;2004:;Volume ( 130 ):;issue: 002
    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