INFLUENCE OF GROUND CONTROL POINTS (GCPS) ON THE ACCURACY OF CARTOGRAPHIC PRODUCTS GENERATED BY UNMANNED AERIAL VEHICLES (UAVS) IN AREA WITH ALTIMETRIC VARIATION
Keywords:
GCPs, control points, RMSE, UAV, SfM-CMVSAbstract
The processing of images obtained by UAVs, with advances in the SfM-MVS technique, has become popular in studies in the area of Geosciences, having several applications due to its low cost, speed and practicality of the method. Practicality means that less experienced users use the method and, often, cartographic accuracy is left in the background. The precision and accuracy of models obtained with UAVs have been the subject of studies in recent years, but there is still a need for in-depth studies on the mapping of areas with large elevation amplitudes. The objective of this research was to analyze the variation in RMSE according to the influence of the number of GCPs and to estimate an ideal number of control points that should be used to produce accurate results in an area of open pit basalt extraction in the form of platforms in the state of Rio Grande do Sul with an elevation variation of approximately 50m. With a number of 10 to 16 GCPs, a stabilization of errors was observed in the study area, but other factors besides the number of GCPs proved to be important in the error variation, such as point distribution, lighting, image overlap rate and variation in scale due to the height of the photo.
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