



Total stations can now accomplish the vast majority of the steps that were being historically completed by theodolites and transits. In addition they will accomplish the particular tasks far more reliably and efficiently.
The total station has 3 primary elements namely; the electronic distance measuring component (EDM); the angle measurement component and the processing unit CPU.
These devices can automatically observe horizontal angles and vertical angles, as well as distances along a slope, from a simple single setup. From these measurements they can easily , at the touch of a button, calculate the horizontal and vertical distances, elevations and the coordinates associated with the points sighted, and display the results on a lcd screen. The information can easily be saved onboard or transmitted to external devices.
The telescope is an important part of any kind of total station instrument. It is mounted in between the instrument’s standards, and just after the instrument has been setup level, it can be turned or plunged, so that the actual axis of sight describes a vertical plane. The axis about which the actual telescope revolves is actually termed the horizontal axis. The telescope can also be turned in any azimuthal plane about a vertical line which often is known as the vertical axis. Being able to both revolve as well as rotate about these axis enables the operator to aim the device in any azimuth, and along any incline to sight the observed points. This is of course essential when calculating angles. The device has three reference axes, the sight line, the horizontal and the vertical axes.
Total stations are designed with a pair of graduated circles that are mounted in perpendicular planes. The instrument is set up so that the actual horizontal ring is horizontal. This automatically sets the vertical plane. Current instruments can now perform a simple self leveling action from a nominal level position.
The total station will have a lot of pre-programmed tasks that usually are selectable from the main and sub menus on the Liquid crystal display screen. The system will of course provide a detailed or perhaps summary help functionality. Prompting the user to carry out the up coming required operation. Whilst this will not really do away with the requirement for basic training. It is a great way of ensuring proper operation.
Nearly all total stations can perform sophisticated calculations on the actual data being measured in ‘real time’ or maybe at the click of a button after the measurement has bee taken.
There are a number of associated items of equipment which are regularly associated with a total station. These would include survey retro targets, tripods as well as pk nail and prisms.
Quite a few total stations can now be worked from another location. The user can set the particular unit and then move about with a remote positioning device. The actual total station can then be operated to track until it locates the prism remote device, then log the location. The key pad on the remote unit can completely operate the total station and hence a single individual can carry out a complete survey following set up of the station.
In many situations it is necessary to be able to re-establish the actual stations for future surveys. In this situation survey nails would be utilised in order to form a more long lasting reference. The total station can then be set up over the point for subsequent surveys.
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