Page 232 - Digital Analysis of Remotely Sensed Imagery
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196    Cha pte r  F i v e

               image rectification in which the spatial variation in terrain is taken
               into account through a DEM. DEM is particularly favored for geo-
               metric rectification when GCPs are not easily obtainable, such as
               when it is prohibitively expensive to collect ground control in inac-
               cessible areas or when it is difficult to identify them on imagery
               (e.g., radar imagery) as a result of topographic shadow and radar
               layover.
                   By comparison, direct georeferencing makes use of orbital
               parameters of the platform instead of relying on GCPs in rectifying
               images. It is the only method available in areas where the selection
               of quality GCPs is hampered by the absence of distinct landmarks
               (e.g., the coastal area). Even without the need for ground control,
               direct georeferencing enables the computation of 3D positions of
               pixels that appear in the FOV of the sensing system. Elimination of the
               necessity to establish ground control saves a large amount of labor
               and time, and minimizes the cost of georeferencing images. Besides,
               it is also possible to georeference images in real time. This capability
               is particularly useful in emergency situations in which ground
               control is almost impossible to obtain instantaneously, such as fire
               fighting, oil spills, or leaking pipelines. Image direct georeferencing
               is especially important in mobile mapping where the scene keeps
               changing constantly. Nevertheless, image direct georeferencing is
               limited by its complexity in converting GPS/INS’s orientation
               parameters to the parameters of the sensor. It is also computationally
               intensive. This problem is less severe with the advent of powerful
               and faster computers.
                   At present, image direct georeferencing is associated only with
               aerial mapping in which a block of airborne photographs are geore-
               ferenced simultaneously. Through incorporation of the exterior
               orientation parameters of overlapping photographs in the aerotrian-
               gulation adjustment, a much more accurate rectification is achieved
               for many pairs of stereoscopic images quickly and efficiently than
               rectification of individual images. Requiring the focal length of the
               camera, image direct georeferencing is suitable for frame photo-
               graphs taken with an analog or digital camera. Direct georeferencing
               is applicable to very high resolution spaceborne imagery if it is
               obtained by scanning the CCD plane. With such frame-based images,
               it is possible to achieve excellent results. However, accuracy will be
               much lower if the satellite images have a poly-central perspective
               projection, such as those obtained via pushbroom scanning. Besides,
               it brings out fewer advantages in comparison with stereoscopic
               aerial photographs since satellite imagery contains minimal overlap.
               Each image has to be georeferenced individually rather than in a
               block of tens or even hundreds of images. This disadvantage explains
               why no direct georeferencing systems have been developed for
               satellite images yet.
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