Introduction
The goal of this lab is to use basic topographic surveying
equipment and methods to conduct a study on an area in the University of
Wisconsin Campus Mall, between the Davies Student Center and Schofield
Administrative Building. This lab was broken up into two major sections; the
first section used the Hiper device to collect GPS field data. This section was
done in a group of two where one person used the Tesla to record the points and
the other person held the Hiper at the location of where the GPS point was
being taken. The second part of this lab was done using the Topcon total
Station and a reflective prism. This section was done using three people where
one person looked/lined up the Topcon with the second person who was holding
the reflective prism and the third person was working with the Tesla recording
the points. Both of these exercises will teach us the basics of how to use
Field Surveying equipment and also help us work with understanding different
methods of collecting and exporting data.
Methods for Section 1
On the first day of working with the equipment, Dr. Joseph
Hupy of the Geography and Anthropology Department at the University of
Wisconsin Eau Claire taught the class how to use the equipment and delivered
some tips which would prove effective once we took the equipment into the
field. For this project we were going to have to gather 100 data points in the
campus courtyard. This was done using four separate folders due to technical
issues. In order to learn the proper way how to use the equipment which
included using the Tesla and Hiper, Professor Hupy told us all the basics of how
to set everything up and then instructed group 1 on how to set up all the
equipment. In turn that group would then instruct the next group and so on
until every group was familiar with how to use the Tesla and Hiper (image 1 and 2).
Image 1: Tesla unit used during our data collection |
Image 2: Similar Hiper and Tesla unit we used during our field data collection used at an apparent construction site |
The steps for this were;
1.) On
the main screen of the Tesla select the Magnet Field App
2.)
Create a new job, which is accessible from the Magnet Field Home Screen (select
job)
3.)
Fill in all the information for the job. We used generic class and group names
to make it easier for everyone to know which files
were being used by which group.
4.)
Still in the new job information, several additional questions will pop up
including Coordinate System questions and Configuration setup
questions.
5.)
Using the Bluetooth capabilities, fueled by the Verizon Wireless Mi-Fi hot spot (image 3), connect
the Hiper to the Tesla unit.
6.) Now
we are ready for data collection. We used the code name ELEV for elevation and used a specific group of points so we do not
experience any overlap from other groups once all the points are merged together.
7.)
Make sure data collection is on Fixed only. We used an average of 10 points per
data point collection
8.)
Once all data is collected and saved, you may disconnect all the equipment and
return to the Magnet Field home screen to export the
data
Image 3: The Verizon Wireless Hot Spot, a similar model was used in the field while we were outside collecting data |
While in the field collecting data one person worked the
Tesla Unit while the other person made sure the Hiper, seated atop a 2 meter
stand, was perfectly level while the data was being collected. Casually going
through a section of the Campus Mall we collected a total of 100 data points.
By hitting the save button on the Tesla Unit, it would take 10 points from the
one spot and then average the points out and save it as one point. Once
concluded, we exported the four files onto a jump drive. The txt file exported
contained information on the northing and easting direction as well as the
elevation from the point. This txt file can be imported into ArcMap and turned
into a map (figure 4).
Image 4: The final product of the Hiper/Tesla data collection |
Discussion for
Section 1
When looking at the map created by taking our data points we
see as we move from the right side toward the left the elevation is decreasing.
It is only about a 2 meter decrease but in our small study area it is seen as a
large change in elevation based on the color scheme. Also as we move from the
top right of the map to the bottom left we see the elevation continuing to
decrease. Overall, it is clear that the campus mall is sloped downward toward
the Little Niagara Creek. When looking at an aerial image of the area one would
think the center circle of the amphitheater would be the lowest part, but in
fact it is the area just to the east of the circle which is the lowest
according to our data.
Conclusion for
Section 1
Methods for Section 2
This part of the project as mentioned in the introduction
was done using three person groups. Again we spent the first part of class
learning about how to use the proper equipment. To start off our learning
experience we talked about what all was going to be done in the class room and
learned some basics about how to use the surveying equipment and some basic
terminology. Using the same study area as section 1 we had to gather 25 data
points. These 25 points also include 1 backsight point and 1 occupation point.
Occupation
Point: It is the point of where the Topcon Total Station will be used
Backsight
Point: It is a point taken back towards a point of known elevation, it is used
to calculate the height of
the surveying instrument.
The backsight and occupation points had to be collected
using the Hiper and Tesla devices. Using the same methods as used in section 1
to collect points, the two points were collected and labeled correctly so we
would know when processing the data which points were which. After the data was
collected we could begin working with the total station. The first part we had
to do was set up the tripod for the total station to be set up on. It was comprised
of three legs with large stakes at the end of the legs to assure it would be
able to stay firmly on the soft ground. Once the tripod was set up the total
station could be screwed into the stand using a metal connector which screwed
into the bottom of the piece of equipment. Once the equipment was at the
desired height a laser was shot out the bottom to show the exact point it was
above. Because we set our occupation point to a specific spot, we had to assure
the laser was directly above that. Once at the correct height, we had to
measure to make sure we knew the precise height of the total station above the
ground. We used the elevation of 140 cm or 1.4 meters above the ground (figure 5).
Figure 5: The total Station set up and ready to be used for data collection |
The next step was to make sure the equipment was completely level
to assure the most accurate data collection. This was done by moving the legs
up and down, one at a time, and using knobs beneath the total station. Once
level we could begin collecting data. In order to collect data, the total
station shoots out a laser toward the reflective prism, which is at an
elevation of 2 meters.
Before shooting data points, all the equipment had to be
connected via Bluetooth using the Verizon Wireless Mi-fi. This was done similar
to the section 1 connection. This section proved to be the most difficult part
of the exercise, will address issues in the evaluation of lab 7/8 in the
assessments tab.
In order to collect the data points, one person would line
up the total station view finder with the prism at a different location. Once
lined up, the person working the Tesla Unit will capture the data by hitting
the save file button on the Tesla, this would be done 23 times, in order to
collect a total of 25 points. While working we experienced so many unable to
capture data points and data points captured that we wouldn’t even have to talk
instead we would just listen to the beeping sound the total station would make.
A triple beep became our best friend in the frigid weather. Triple beep
indicated a successful data capture.
Once all points were captured, we exported the file as a txt
file, similar to how done in section one and would be used to create a 3D and a
2D view of the data.
Discussion for
Section 2
The data once again put into a txt file was imported into
ArcMap to create a visualization of the study area. When looking at the map
created we see the elevation decreases as we move from the right side of the
map to the left side. We also see as we move from the top of the map to the
bottom of the map a decrease in elevation. The area around the Little Niagara
Creek as expected is the lowest area in the study area, and the circle which
looked like it was not the lowest point in section one, is confirmed not to be
the lowest point on the map. The Occupation point was marked using a Green Flag
to represent the starting point, and a checkered flag was used to mark the
backsight point, not because it was the final point, but just to fit the theme
of flags being used to mark the points (image
6).
Figure 6: The totalstation data captured in the field portrayed in a 2D map using ArcScene |
A three dimensional map was also created, using the kriging
method of data interpolation in ArcMap, a raster file was created and imported
into ArcScene. In order to better see the change in elevation, I changed the
exaggeration to 6.0. The image shows the higher elevation is away from the
creek and as we get closer the elevation gets lower. There is only about a 3
meter difference between the highest point on the map and the lowest (image 7).
Figure 7: The 3D view of the total Station data captured, using ArcWorld to display data |
Conclusion for
Section 2
In conclusion I would say that this was a difficult method
to learn and get used to, but once we learned how to do everything we became
very quick at capturing data points. This method again if we could compare it
to other methods in the same study area I could have an opinion on the accuracy,
but since we did not do this I cannot say which is more accurate, but can
assume this way is much more. Overall, this was a great method to be able to
add to our collection of surveying techniques and like the other survey methods
conducted, this one serves a particular purpose and is best suit for certain
fields while other methods have strengths in different areas.