Dos Santos, Daniel R.Dal Poz, Aluir P. [UNESP]Khoshelham, Kourosh2014-05-272014-05-272013-09-01Photogrammetric Record, v. 28, n. 143, p. 276-292, 2013.0031-868X1477-9730http://hdl.handle.net/11449/76449An indirect method for the georeferencing of 3D point clouds obtained with terrestrial laser scanning (TLS) data using control lines is presented. This technique could be used for rapid data acquisition where resources do not permit the use of expensive navigation sensors or the placement of pre-signalised targets. The most important characteristic is the development of a mathematical model based on the principle that the direction vector of the TLS straight line is coplanar with the plane defined by the origin of the TLS system, one endpoint of a control line and the direction vector of the control line in the ground reference coordinate system. The transformation parameters are estimated by minimising the distance between the control lines and their corresponding TLS straight lines. The proposed method was tested using both simulated and real data, and the advantages of this new approach are compared with conventional surveying methods. © 2013 This article is a U.S. Government work and is in the public domain in the USA.276-292engAdjacent planesControl linesIndirect georeferencingTerrestrial laser scanning dataGeoreferencingNavigation sensorsRapid data acquisitionReference coordinate systemTerrestrial laser scanningTransformation parametersMathematical modelsSeebeck effectSteel beams and girdersSurveying instrumentscoordinatedata acquisitionlaser methodnumerical modelplanesurveyingthree-dimensional modelingvectorArtigo10.1111/phor.12027WOS:000324106300005Acesso restrito2-s2.0-84883797428