2012
DOI: 10.1002/9781118110997
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Aerial Photography and Image Interpretation

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Cited by 114 publications
(104 citation statements)
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“…The main disadvantage of this process is the limited potential of identifying the bottom of a tree in densely canopied stands if the terrain surface in the vicinity of the tree is not visible (Korpela 2004, Paine & Kiser 2012. Another reason for the limited practical application is related to the amount of manual processing required when using the classical photogrammetric methods (Balenović et al 2010, Paine & Kiser 2012). Due to above-mentioned reasons it has been generally accepted that the extraction of forest and tree data from classical analogue aerial photographs has certain limitations, especially in the densely canopied forests.…”
Section: Introductionmentioning
confidence: 99%
“…The main disadvantage of this process is the limited potential of identifying the bottom of a tree in densely canopied stands if the terrain surface in the vicinity of the tree is not visible (Korpela 2004, Paine & Kiser 2012. Another reason for the limited practical application is related to the amount of manual processing required when using the classical photogrammetric methods (Balenović et al 2010, Paine & Kiser 2012). Due to above-mentioned reasons it has been generally accepted that the extraction of forest and tree data from classical analogue aerial photographs has certain limitations, especially in the densely canopied forests.…”
Section: Introductionmentioning
confidence: 99%
“…A photomosaic may be constructed from a set of overlapping images by identifying tie points -points that appear on two or more photographs -that allow the photographs to be aligned relative to each other (Aber et al, 2010). The mosaic is georeferenced, or related to a real-world, reference coordinate system, using ground control points (GCPs) -points on the Earth's surface that are clearly identifiable in the photographs and whose locations in the reference coordinate system can be measured (Paine, 1981). The location of GCPs can be measured using a total station, real-time kinematic global positioning system (GPS) or differential GPS on the high end, both in terms of accuracy and cost; or, GCP locations can be determined less accurately -yet more cheaply -using an uncorrected GPS signal as do consumer-grade receivers for in-car navigation or recreation.…”
Section: Introductionmentioning
confidence: 99%
“…In addition to the error matrix we used the conditional K hat coefficient of agreement to calculate the agreement between the reference and remote sensing-derived data with change agreement eliminated for an individual class for user accuracy (Congalton and Green, 1999;Paine and Kiser, 2003). For example, the conditional K i coefficient of agreement for residential land-use class in Table 2 is calculated according to Eq.…”
Section: Validation and Discussionmentioning
confidence: 99%