GEOG
338
Charlie
Krueger
Lab
5: Geometric Correction
Goal
and Background:
The
goal of this lab is to give an introduction into a very crucial image
preprocessing exercise that is known in the geographic world as geometric
correction. Geometric is used mostly in remote sensing. This process is the
correction of errors that are in data that was remotely sensed and the errors
are usually caused by satellites or aircraft not staying at a constant
altitude or when sensors are diverted from the primary focus place. To fix
these images researchers often compare ground control points on an accurate base
map and then re-sample so that the locations and appropriate pixel values can be
calculated. This lab focused on the development of skills on the two major
types of geometric corrections that are used the most on satellite images. The
two types of procedures that are used when making these corrections on images
are spatial interpolation and intensity interpolation which were both used in
the lab. Spatial interpolation is when ground control point (GCP) pairs are
used to establish a geometric coordinate transformation that is applied to fix
the location of pixels in the output image. Intensity interpolation is the
extraction of brightness values for x,y, location in the original but distorted
image and its relocation to the correct x,y, coordinate location for the output
image. There are also three different types of geometric correction and these
are image-to-map rectification, image-to-image registration, and the hybrid
approach. In this lab only the image-to-map and image-to-image methods were
used to make geometric corrections
Methods:
The
first section of the lab was dealing with the city of Chicago and was an
image-to-map rectification. Erdas Imagine was the program that was being used
in this lab and allowed for the class to run all of the necessary programs to
correct the images. In Imagine two images of the Chicago area were being view
one of which was the reference map which was used to correct the image that
would be rectified. The image that was being corrected was selected then the
multispectral tool bar was selected and then control points was selected from
that. After control points was selected the user was to select polynomial in the
Set Geometric Model dialog box.
| Multispectral toolbar with Control Points Highlighted |
After that two boxes opened both containing
tool. One was GCP tool reference setup which was left to the default and then the
reference image was selected. The second box that was opened was the multipoint
geometric correction, this was the tool where the process would take place of
geometric correction. In this section the image only needed a 1st
order polynomial equation to transform the image. This window contained the
image that was being rectified and the reference image. First all of the points
that were already on the image were deleted because they were incorrect. For
this image four pairs of GCP’s were created on the images the first three were
done manually on both and the last only need to click on one map to create a
GCP on both. The Create GCP tool was used to create the points on both of the
images. Since this image only needed a 1st order polynomial equation
only 3 points had to be created for the image to say “Model solution is current”
when before it had stated “model has no solution”. The reason only three points
had to be added manually was because of the wrap tool error which means to many
points were added to both maps. After the points were plotted then the Root
mean square error (RMS) had to be examined. This represents how close the two
points on the different images were to being accurate. The ideal RMS is to get
a total error of 0.5 and below. So through zooming in on the points and slowly
moving the points around the RMS total dropped below one which was what was
needed for this intro lab. Next the Display Re-sample Image Dialog button was selected
which created the image after it was saved in the student’s lab 6 folder.
| Screenshot of the second images in the process of getting the RMS total lowed |
The next part of the lab was the
image-to-image registration which was using two images that looked similar but
one was being corrected and one was being used as the reference image. The
slider tool was used to examine the difference of these images and how they
were off from each other. Just like the other images the control points tool
was selected and then the same process was started except this time in the polynomial
model properties it was changed from 1 to 3. This means that a total of 10 GCPs
would have to be placed on the images. Just like the first images the points
were added then moved to get a low RMS total and then the display resample
image dialog button was selected. Once this was selected the resample method
was changed from nearest neighbor to bi-linear interpolation because this method
worked better for these images.
Results:
This was the image that was created from the Chicago images and the difference of this image is that the coordinate system is more accurate after the geometric corrections. When zoomed in on the images lines were straighter than the input's were.
This was the output from the second set of images and did not turn out that good. The image is not accurate and does not match up to the reference image on the left side of the image. Using the swipe tool this is very obvious but as it get closer to the right side of the image the images start to match up. This is strange that one side matches up with the reference image and the other does not.
| Image rectified from the Second set of images Image-to-Image |
Sources:
Satellite
images are from Earth Resources Observation and Science Center, United States
Geological Survey. Digital raster graphic (DRG) is from Illinois Geospatial
Data Clearing House.






