I know that this is the worst case of traverse because no adjustments can be applied, however it can be used in surveys where not the maximum precision is required which was the case with me. However, I am looking for a workaround about the case of the "open traverse" itself where only the start point is a known point and the backsight of the first point is known, where no additional field observations are made in order to be able to give it an angle closure for example. This is a very interesting solution to keep in mind for future field traverse measurements where fixed points are not available for observations and the need of an angular closure is required for high precision. Should I also select some additional data type apart from the "Traverse" data such as the observations? After selecting the "Advanced Select" option and selecting "Traverse" as the data type to be included, the program displays a message that it cannot export the selected items. Is there a way possible to create a report for the open traverse with the above characteristics?įinally, one last query has to do with the export of the traverses in order to be imported into Autocad for example. Nevertheless, I would like to be able to generate a report of this type of traverse that would show the computed coordinates of the points which is consisted of and the mean horizontal angles and the mean horizontal distances which are computed from the program after reading the field observations when I import the data. I tried selecting "None" to all of the three options but the program could not proceed when clicking "Apply" and it showed the following message: "The end station position and end foresight point are unknown." I know that in this case an angular, a vertical and a distance adjustment cannot be performed thus the inability of the program to create a report.
However, in the field data that I want to process there is also the case of the open traverse which starts on a known point with a known backsight and ends on an unkown point with no foresight to another occupied point.
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