Introduction:
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TopCon GPT - 2500 Total Survey Station. This device operates differently than other GPS retrievers: it is stationary, and its laser is then directed at a reflector pole to collect points of interest. An occupied point must first be acquired. This is where the Total Station will stay throughout the survey. Next, a backsight point must be taken. Both of these can be acquired using a GPS. The backsight point must be shot from the total station to the reflector pole as well- this sets up the ground to grid relationship to ready the total station for data collection. |
Using these two very different methods, the same goals were reached in this exercise. It allows for a comparison of the methodology to determine the equipment best suited for a given job.
Methods:
The first week in the field included using the HiPer Dual Frequency GPS Unit to conduct our topo survey. It was very important to follow the instructor's detailed lesson on how to operate the software, and what steps to follow in preparing to go out into the field. This included properly connecting the Tesla handheld unit to the HiPer GPS, and connecting to the MiFi internet, along with properly creating, setting up, and opening a job for use in the Magnet software. Once this was done, we went out into the field. With the software properly set up, and the GPS and handheld mounted to a tripod, collecting points was relatively easy.
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A picture of me operating the HiPer GPS / Tesla Handheld system. The tripod allows for leveling, which increases the accuracy of the point. When taking each point, we used point averaging for 5 points, which took around 7 seconds, based on the GPS' signal. This provided a more accurate point than the 3 point default setting. A total of 100 points were taken using this method, and were later imported into ArcGIS for analysis. |
The next week, the Total Station method was to be used. It was equally, if not more important to follow our instructor's directions in this exercise, as this method requires even more equipment, software, and methodology. In fact, it took my partner and I one failed attempt to collect points before we were able to set everything up correctly and collect data.
First, it is necessary to collect an occupied point. As previously mentioned, this is the place where the total station will stay throughout the survey. The occupied point was collected using the HiPer GPS in the same way it was used to collect points the past week. When this was accomplished, it was necessary to collect a backsight point. The HiPer collected this point as well. These points were marked by flags, and stored in the Tesla handheld unit for use later in the survey. Next, we disconnected the Tesla unit from the HiPer GPS, reconnecting with the Total Station. This was not a smooth process, and as was discovered quickly, the HiPer had to be turned off, and the Total Station had to be restarted for the Tesla to connect to it properly.
Next, the Total station had to be set up directly above the occupied point. This involved setting up the tripod, placing the Total Station on it, and then using a laser finder device to ensure that it was directly above the flag that had been set previously. Also, It had to be leveled, using a number of leveling gauges on the device. This was difficult, but necessary to ensure proper accuracy: these high-grade survey systems are only as accurate as they are properly used.
In the Magnet Software, the backsight and occupied point had to be set up before points could be collected. This included selecting the previously collected points from a list, and then sending someone with the reflector pole to the backsight to be shot with the Total Station's laser. This also included inputting the height of the Total Station and the reflector pole. Once this was finished, properly defining the ground/grid relationship, data could be collected.
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Groupmates shooting the Total Station laser at the reflector pole. Once this was properly aligned, another person would save the point on the Tesla device (See below) |
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Myself and a groupmate shooting the laser and recording points |
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Myself and a groupmate recording points and shooting the laser |
A number of points were collected using this methodology. The increased group size this week allowed for each member to cycle through the different tasks associated with operating the Total Station.
The data was then exported from the Tesla device to a text file, and transferred to the PC. It was then edited slightly before being imported into ArcMap as (X,Y, Z) data. The resulting points and micro topologies are shown below in the results section. See the below tutorial video created by Martin Goettl for more information on exporting data from the Tesla device.
Results:
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This image shows the results of a Kriging interpolation method on the collected data points after being imported into ArcMap. It includes the original points, as well as the interpolated surface. For more information on Interpolation Methods, see ArcHelp |
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Kriging Interpolation surface with overlayed points collected using the Total Station. |
Discussion:
The results of the two maps are not extremely significant. It is certainly worth noting that the dataset collected with the HiPer GPS system did not provide an accurate representation of the topology of UW-Eau Claire's campus mall area. The points were not interspersed enough to provide the Kriging model with proper data. The resulting dataset for the Total Station is much more complete, and provides a decent model.
However, what is more important than the maps themselves is the different methodology used to collect them. There were two very different methods used during these two weeks, and I think that each method has its pro's and con's.
The HiPer Dual Frequency GPS system was relatively easy to use, and was operable by just one person. However, it was a hassle to move it from point to point, then level the tripod legs before collecting each point.
The Total Station method, once set up was faster to operate, as it just took someone moving the reflector pole, and another person shooting it to take a point. It was less clunky to move around, but was extremely difficult to set up. As mentioned before, my partner and I went out into the field once and never were able to collect data because the setup was done incorrectly. As is mentioned above, this method also requires at least two people for operation, which can be seen as a con.
Each system is capable of collecting very accurate data, so it is a matter of the application to determine which is better suited for a given job. Since the HiPer system is harder to move around quickly, it would be recommended to use the Total Station on jobs that require many data points. On the other hand, for smaller-scale studies, or for ones undertaken by only one person, the HiPer system would be ideal.
Conclusion:
Using two different methods with different tools to accomplish topographic surveys allows for comparison of methodology. Being able to determine which geographic tools are best suited for a given job is important, as it can make field work much simpler. In this particular case, each system is able to yield very accurate data, so it is a matter of determining which is more practical in certain situations. This is an important skill to have as a geographer: being able to select the most effective tool from an array of them, and to plan around it accordingly. As other exercises in this blog demonstrate, it is also to not rely too heavily on any one method, as technology can and will fail. Because of this, it is important to understand the multiple methods that are available to accomplish a given goal.
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