1993
DOI: 10.1016/0924-2716(93)90028-l
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Radiometric corrections of topographically induced effects on Landsat TM data in an alpine environment

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Cited by 245 publications
(230 citation statements)
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“…While different semi-empirical methods have been found to have similar results (Meyer et al 1993;Richter et al 2009), there have been general problems such as overcorrection of extreme slopes (Riaño et al, 2003), low correlation between spectral data and illumination angles (Bishop and Colby 2002;Carpenter et al 1999), and unsatisfactory corrections. Among the modifications are slopespecific corrections (Ekstrand 1996;Nichol et al 2006), slope-smoothing (Kobayashi and Sanga-Ngoie 2009), and use of different models for the visible versus infrared bands (Richter et al 2009;Vincini and Frazzi 2003).…”
Section: Introductionmentioning
confidence: 99%
“…While different semi-empirical methods have been found to have similar results (Meyer et al 1993;Richter et al 2009), there have been general problems such as overcorrection of extreme slopes (Riaño et al, 2003), low correlation between spectral data and illumination angles (Bishop and Colby 2002;Carpenter et al 1999), and unsatisfactory corrections. Among the modifications are slopespecific corrections (Ekstrand 1996;Nichol et al 2006), slope-smoothing (Kobayashi and Sanga-Ngoie 2009), and use of different models for the visible versus infrared bands (Richter et al 2009;Vincini and Frazzi 2003).…”
Section: Introductionmentioning
confidence: 99%
“…El modelo de iluminación se derivó de un modelo digital de elevación (Riaño et al 2003) f o : ángulo de orientación: el ángulo existe entre el vector que señala el norte y la proyección del plano horizontal del vector normal de la superficie en ese punto. La reflectancia del plano normalizado de cada píxel, se obtuvo utilizando el método empírico estadístico, que es una variación del método no lambertiano (Meyer et al 1993) …”
Section: Métodosunclassified
“…This provided bandwise gain and bias coefficients which were applied to each band, resulting in a reflectance normalized image. Topographic normalization was applied to the reflectance normalized images using the C-correction algorithm (Teillet et al 1986;Meyer et al 1993;Ekstrand, 1994). The 50 m DEM used in the topographic correction was interpolated to 10 m resolution using a natural neighbour algorithm (Sibson, 1981;Bater and Coops, 2009) in order to achieve a suitable correction of the 10 m SPOT data, and 60 m for the AWiFS data correction.…”
Section: Relative Reflectance Normalization and Topographic Normalizamentioning
confidence: 99%