
doi: 10.1111/phor.12027
handle: 11449/76449
AbstractAn 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.
Terrestrial laser scanning, data acquisition, three-dimensional modeling, Adjacent planes, Georeferencing, coordinate, Seebeck effect, Steel beams and girders, surveying, Mathematical models, Indirect georeferencing, laser method, Control lines, 629, METIS-296955, Rapid data acquisition, Surveying instruments, Navigation sensors, plane, Terrestrial laser scanning data, numerical model, vector, Transformation parameters, Reference coordinate system
Terrestrial laser scanning, data acquisition, three-dimensional modeling, Adjacent planes, Georeferencing, coordinate, Seebeck effect, Steel beams and girders, surveying, Mathematical models, Indirect georeferencing, laser method, Control lines, 629, METIS-296955, Rapid data acquisition, Surveying instruments, Navigation sensors, plane, Terrestrial laser scanning data, numerical model, vector, Transformation parameters, Reference coordinate system
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