2006
DOI: 10.1016/j.isprsjprs.2006.02.004
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Approximate direct georeferencing in national coordinates

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Cited by 27 publications
(13 citation statements)
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“…This can be achieved using, for example, the Online Positioning User Service (OPUS) to tie GPS positions collected using an antenna and local base station to the U.S. National Spatial Reference System from nearby Continuously Operating Reference Stations (http://www.ngs.noaa.gov/OPUS/). mobile direct methods are based on the exterior orientation of the sensor relative to the Earth, which can be obtained using GPS and an Internal Navigation System (INS)(Legat, 2006). Geodetic coordinates of po-780 sitions in the scene are extrapolated from sensor x -y positions and altitudes.…”
mentioning
confidence: 99%
“…This can be achieved using, for example, the Online Positioning User Service (OPUS) to tie GPS positions collected using an antenna and local base station to the U.S. National Spatial Reference System from nearby Continuously Operating Reference Stations (http://www.ngs.noaa.gov/OPUS/). mobile direct methods are based on the exterior orientation of the sensor relative to the Earth, which can be obtained using GPS and an Internal Navigation System (INS)(Legat, 2006). Geodetic coordinates of po-780 sitions in the scene are extrapolated from sensor x -y positions and altitudes.…”
mentioning
confidence: 99%
“…• The 'approximate method', which despite its name provides residual distortions at sub-centimetre level (in most flight scenarios) and regardless of the terrain characteristics (Legat, 2006). Its choice is especially advantageous if (a) the point registration is requested in the national coordinates, (b) the ratio scanner versus trajectory sampling is relatively high.…”
Section: Real-time Point Cloud Generationmentioning
confidence: 99%
“…Nevertheless, there is a distortion of γ in vertical direction due to the meridian deviation. [10] Therefore, in order to correct the effects of meridian deviation on angles, the coordinate system has to be rotated γ around Z m axis.…”
Section: Fig2 Meridian Convergencementioning
confidence: 99%
“…(3) Transformation of the exterior orientation elements: only the exterior orientation elements are transformed, and the scene restitution is carried out directly in the national coordinate system. [10] Within three transformation methods, the third one is the most practical. However, the effects of the earth curvature and map projection on transformation have to be taken into consideration.…”
Section: Introductionmentioning
confidence: 99%