1989
DOI: 10.1080/01431168908903907
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Pixel and sub-pixel accuracy in geometrical correction of AVHRR imagery

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Cited by 41 publications
(12 citation statements)
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“…If the error of the geometrical recti® cation of each individual AVHRR scene can be reduced to about Ô 0´2 km (i.e., to about Ô 20 per cent of the edge of the IFOV) then the percentage error in the derived current vectors could be reduced very signi® cantly. A method for achieving this level of accuracy with AVHRR data was developed by Cracknell and Paithoonwattanakij ( 1989 ). This method for AVHRR data was an adaptation of a method developed previously by Torlega Ê rd ( 1986) for very accurate registration of Landsat-MSS images.…”
Section: Sub-pixel Accuracymentioning
confidence: 99%
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“…If the error of the geometrical recti® cation of each individual AVHRR scene can be reduced to about Ô 0´2 km (i.e., to about Ô 20 per cent of the edge of the IFOV) then the percentage error in the derived current vectors could be reduced very signi® cantly. A method for achieving this level of accuracy with AVHRR data was developed by Cracknell and Paithoonwattanakij ( 1989 ). This method for AVHRR data was an adaptation of a method developed previously by Torlega Ê rd ( 1986) for very accurate registration of Landsat-MSS images.…”
Section: Sub-pixel Accuracymentioning
confidence: 99%
“…In the adaptation of this method for rectifying AVHRR data (Cracknell and Paithoonwattanakij 1989 ) one needs to establish a set of CPCs of Landsat-MSS data for the GCPs that are used for the AVHRR scene that is to be recti® ed. Landsat-MSS band 4 ( 0´8± 1´1 mm), which is in the near-infrared was chosen because it is the best suited for land and sea discrimination.…”
Section: Sub-pixel Accuracymentioning
confidence: 99%
“…Geometric corrections will not be discussed here as they have already been worked out for both coarse (e.g. Cracknell and Paithoonwattanakij 1989, Emery et al 1989, Roberston et al 1992, Nishihama et al 1997 and ne (Friedmann 1981 ) resolution satellite data.…”
Section: Pre-processingmentioning
confidence: 99%
“…In the past, two methods have been used to attempt to correct the various types of geometric distortions in satellite image data: (a) the nature and magnitude of inaccuracy sources were estimated and correction fomulae were applied (Brush 1985, WollT 1985, Brunei and Marsouin 1987, Straka et al 1993); (b) the different coordinates between Ground Control Points (GCPs) in an image and those on a map were used to derive mathematical relationships to correct the image geometry (Benny 1983, Davison 1986, Leeuw et al 1988, Novae 1992. Algorithms which combine these two methods have also been proposed (Cracknell andPaithoonwattanakij 1989, O'Brien andTurner 1992).…”
Section: Introductionmentioning
confidence: 97%