Lab 7: Photogrammetry
Goal:
The
main goal of this lab was to help us develop our skills in performing key
photogrammetric tasks on aerial photographs and satellite images. But to get
more in depth on the goal we are more specifically training our overall
understanding in the mathematics behind certain calculations such as
photographic scales, measurement of areas and perimeters of features, and
calculating the relief displacement of an image. To sum up what the overall
goal that we are trying to learn are different ways to look at images on Erdas
and this lab is going to help us perform Orthorectification on different
satellite images as well as introduce us to stereoscopy.
Methods:
While
going through the lab, I had to use many different tools that we have never
used before on Erdas Imagine before and we had to perform multiple tests on
different images in order to complete different tasks in the lab. The first
step of the lab had to do with scales, measurements and relief displacement.
The first question was asking us to create scales for different images based
off of different numbers that were given to us. We had to calculate what the
scale was for an aerial photograph while showing all of our work. We had to go
through this procedure a couple of different times for different images and
different areas on an image. After we found out all of the measurements we had
to calculate the relief displacement of a certain object on a map or in this
case the smoke stack of a building. In order to find the relief displacement we
need to use this equation; d = (h*r)/H, this allows us to see which objects
have a higher elevation than the local datum.
The
next step started going into less measurements and scales, and more
stereoscopy. This procedure involved a 3D perspective view of the City of Eau
Claire. We used this data that we collected about the elevation of the city of
Eau Claire to determine which features have the highest elevation and which had
the lowest. In order to figure out that we need to use a new tool called the
Anaglyph Generation of two different images. This would give us an image that
would show the different areas in the City of Eau Claire that have a higher
elevation of different areas. We needed to use Polaroid glasses to observe the
image and the surrounding areas of the image this would help us describe the
elevation of the different features in Eau Claire.
The
final step was Orthorectification, this part of the lab will introduce us to
Erdas Imagine Lecia Photogrammetric Suite or LPS which is mainly used in
digital photogrammetry for many different reasons, some might include
triangulation, Orthorectification of images collected, extraction of digital
surface and elevation models etc. In order to do this we needed to use the
Imagine Photogrammetry tool in the toolbox, from here we created a new block
file so than we can begin to set up the model. What we are working on currently
is going to be a horizontal reference coordinate system instead of a vertical
we will be working on the vertical reference coordinate system later in the
lab. Then we had to start by adding the Spot_pan.img to the program, after that
we needed to make sure all of the properties for the program were correct and
set to the right setting. The next step was to start activate point
measurements and collecting GCPs by comparing to images that were showing the
same area. Then we would just keep adding on points with different reference
points that would show the same image on both maps. We had to do this procedure
nine times in a row to get all of the reference points that were needed, than
we had to reset the horizontal reference source and edit an entirely different
images than before while keeping the one of the original images. Then we would
go on to add some more reference points to both images points eleven and
twelve.
The
next step was to change it to a Vertical Reference source, while using a DEM
and update all of the Z values on the selected points that we have made so far.
We then changed the “Type” and “Usage” columns from “none” and “tie”, to “full”
and “control”. After that we closed the point measurement tool and were
returned to the LPS project manager. This is where we started adding more
reference points to these two images comparing the two through the use of these
points. We had to add twelve more reference points to the two images, this will
lead us to starting to triangulation and ortho resampling. For the
triangulation we needed to use same weighted values for all of the points. The
next step was to create a Triangulation Summary Report to see if we would be
able to actually triangulate the data that we are working on. Once we finished
with the final steps for the triangulation we started the ortho resampling
process, when starting the final process we were using a Bilinear Interpolation
as the resampling method, our end goal was to try and get all of the reference
points from both instances onto the same block figure. The final image will be
of two images that are displaying the same image but at different locations,
this meaning once you put the two maps over one another it will have a special
overlap at the boundaries of the two orthorectified images.