Geo-referencing and image rectification

GA G. O. Abessolo
RA R. Almar
DA D. B. Angnuureng
FB F. Bonou
ZS Z. Sohou
IC I. Camara
AD A. Diouf
GA G. Alory
RO R. Onguéné
AM A. C. Mama
CC C. O. T. Cissé
BS B. A. Sy
IS I. Sakho
SD S. Djakouré
SY S. Yao
AT A. R. Tano
EB E. W. J. Bergsma
OD O. A. Dada
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The process of image rectification consists of determining the relationship between the original image pixels coordinates and the real world coordinates: latitude, longitude and elevation (see Fig. S1 for the case of Grand Popo, Benin). The process is accomplished by direct linear transformation using the ground control point’s coordinates76 and radial distortion correction of the lens78. The image distortion induced by the curve of the lens is corrected using the internal parameters of the camera (focal length and distortion coefficients) which are calculated using the least squares error minimization method.

Overall, the average horizontal error due to image rectification varies from a few centimetres on the beach to a few metres offshore45. However79, showed that the local video station settings (camera height and pointing angle) add errors of a few metres to rectification error, in addition to uncertainties related to camera movements due to atmospheric conditions80.

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