2014 IEEE Geoscience and Remote Sensing Symposium 2014
DOI: 10.1109/igarss.2014.6947103
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Automatic in-flight boresight calibration considering topography for hyperspectral pushbroom sensors

Abstract: This paper suggests a method for automatic in-flight boresight calibration of pushbroom scanner images, using an on-line system with broadband data downlink and near realtime georeferencing of the pushbroom image data. Georeferencing accuracy may decrease during long image acquisition flights due to instable atmospheric conditions, which may lead to geometric changes in the flight platform. Orthorectification of (hyperspectral) pushbroom scanner data demands the knowledge of the extrinsic orientation parameter… Show more

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Cited by 15 publications
(13 citation statements)
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“…As remote sensing most commonly involves imaging from an aerial or satellite platform, translation (lever arm) offsets have a smaller effect on imaging accuracy, and can be measured manually [ 22 , 23 ]. Accurately geolocated GCPs are commonly used to determine boresight alignment [ 24 ], which can also be adopted for ground based applications [ 25 ].…”
Section: Introductionmentioning
confidence: 99%
“…As remote sensing most commonly involves imaging from an aerial or satellite platform, translation (lever arm) offsets have a smaller effect on imaging accuracy, and can be measured manually [ 22 , 23 ]. Accurately geolocated GCPs are commonly used to determine boresight alignment [ 24 ], which can also be adopted for ground based applications [ 25 ].…”
Section: Introductionmentioning
confidence: 99%
“…The level-arm offsets are estimated and measured by the use of a ruler and more accurately by the use of a total station. Furthermore, the determined boresight misalignments must be highly accurate, because that even small boresight errors lead to significant displacement on the ground, depending on the flight height [6].…”
Section: Introductionmentioning
confidence: 99%
“…Nowadays, boresight calibration methods of the frame imaging sensors are quite established [6,7], but these methods are needed to do boresight calibration over selected flat area with crossing image strips before the actual acquisition flight. Additionally, a lot of ground control points (GCPs) are needed to be arranged on the selected flat area, and the boresight misalignments are calculated by the block adjustment method.…”
Section: Introductionmentioning
confidence: 99%
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“…Some authors suggest the use of digital elevation maps information for projecting the points and finding the boresight errors [18,23]. There are other approaches that convert the hyperspectral data to RGB images, then acquire RGB images from a EO camera.…”
Section: Boresight Calibrationmentioning
confidence: 99%