Chapter 10: Preprocessing I (pages: 291-313)
Field Guide: Image
Rectification (pages: 339-369)
1. Explain the differences between rectification, georeferencing, and orthorectification.
2. List 4 reasons when rectification is necessary.
3. What is the minimum number of GCP's needed to rectify an image?
4. How does triangulation, or rubber-sheeting, simplify the rectification process?
5. Define RMS Error, and why is it important in rectification?
1.
What is rectification? When is it necessary? When is it not necessary?
2.
What are GCP's? According to the field guide, they consist of
two pairs of X,Y
coordinates, what are the pairs of coordinates called and what is their purpose?
3.
Match the appropriate properties
to the correct transformation order.
First-order transformation -
Second-order or higher
transformation -
a)
used to convert Lat/Lon data to a
planar projection
b)
used when rectifying relatively small image areas
c)
used to project raw imagery to a
planar map projection
d)
used for data covering a large
area
e)
are nonlinear transformations that
can correct nonlinear distortions
f)
used for data that are already
projected onto a plane
g)
used with distorted data
4.
What are residuals?
5. We have been exposed to resampling methods in our labs. What do resampling methods accomplish and what are the three methods mentioned in the field guide?