2018
DOI: 10.1016/j.isprsjprs.2017.10.015
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Aerial photography flight quality assessment with GPS/INS and DEM data

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Cited by 11 publications
(10 citation statements)
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“…Where the photo horizontal attitude is not used as it is exactly vertical photography during planning; X, Y, Z are the ground coordinates; X s , Y s , Z s are the position elements of camera exposure station; x, y are the image coordinates; f is the focal length of the camera; k is the flight direction. Since ground coordinates X and Y are dependent on the actual ground elevation Z, the calculation is implemented by adopting an iterative procedure which can be found in [23].…”
Section: Methodology Of Flight Line Planningmentioning
confidence: 99%
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“…Where the photo horizontal attitude is not used as it is exactly vertical photography during planning; X, Y, Z are the ground coordinates; X s , Y s , Z s are the position elements of camera exposure station; x, y are the image coordinates; f is the focal length of the camera; k is the flight direction. Since ground coordinates X and Y are dependent on the actual ground elevation Z, the calculation is implemented by adopting an iterative procedure which can be found in [23].…”
Section: Methodology Of Flight Line Planningmentioning
confidence: 99%
“…If the endlap is too small, gaps can occur and mapping will fail. The endlap of photos is not a single value, but a range of values dependent on the terrain elevation and EO of the photos [23]. The minimum endlap is used as an indicator in flight line planning for it represents the worst overlap in stereo-pair photos.…”
Section: Methodology Of Flight Line Planningmentioning
confidence: 99%
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