Geolocating Images
Most satellite images are shipped without locational information, or is located by sensor position, which usually is not precise enough for connection with other images or map data. To "geolocate" the image, we "rectify" it using one of several processes.
The rectification should be done AFTER the classification or other image analysis, because the process usually degrades the quality of the original image by resampling or otherwise merge values in cells.
The process has three basic steps.
the polynomial "order" determine how much distortion can be admitted into the warping model
- a "linear" model allows only shifting in x and y, rotation, or skew in scale in x and y
- a "polynomial" or "2nd order" transformation allows the scale to change with distance in x and /or y, plus the above
- a "cubic" transformation allows the above plus localized distortion due to the lens (not common in satellites)
The square root of the average of x and y errors sqaured for all points (geez dave, write that out) is called the Root Mean Square Error. In general is it best to use the LOWEST order transformation that you can get away with (RMSE <1 pixel).
if you are not going to classify or interpret the data first, you should only use nearest neighbor, because the others will average out the cell values and mute the original image.
much of this from www.coastal.uno.edu/coastal/high-edu/cs4096/lectures or the Univ AZ Remote sensing tutorials