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dc.contributor.authorStéphanie Bourgon
dc.contributor.authorRock Santerre
dc.contributor.authorMichel Boulianne
dc.date.accessioned2017-05-08T21:01:41Z
dc.date.available2017-05-08T21:01:41Z
dc.date.copyrightMay 2004
dc.date.issued2004
dc.identifier.other%28asce%290733-9453%282004%29130%3A2%2879%29.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl/handle/yetl/35903
dc.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.
dc.publisherAmerican Society of Civil Engineers
dc.titleTwo-Prism Surveying Probe
dc.typeJournal Paper
dc.journal.volume130
dc.journal.issue2
dc.journal.titleJournal of Surveying Engineering
dc.identifier.doi10.1061/(ASCE)0733-9453(2004)130:2(79)
dc.treeJournal of Surveying Engineering:;2004:;Volume ( 130 ):;issue: 002
dc.contenttypeFulltext


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