Q78. Total Station is a combination of :-
- Theodolite and compass
- Theodolite and EDM
- Electronic theodolite and EDM
- Electronic theodolite and Digital planimeter.
Accuracy of a Total Station:-
Accuracy depending upon the instrument and varies from instrument to instrument
1.The angular accuracy varies from1″ to 20 ″.
2.Distance accuracy depends upon two factors.
Instrumental error which ranges from
+ / – 10mm to + / – 2mm.
b) Error due to the length of measurement.
It can be from + / – 10mm to + / – 2mm per kilometre.
1 prism, 2.5–2.7 km2 prisms
5-7 km3 prisms
Total station can be used :-
- When two points are given.
- When only one co-ordinate is given. In this case the coordinate of the back station is determined by any suitable method.
- When no co-ordinates were given in which case arbitrary system of coordinates can be used.
Functions of Total Stations :-
- Averaging multiple angle and distance measurements.
- Making curvature and refraction corrections to elevations determine by trigonometric levelling.
- Reducing slope distances to their horizontal and vertical components.
- Correcting electronically measured distances from prism constant, atmospheric pressure, and temperature.
- Computing coordinates of survey points from horizontal angle and horizontal distance.
- Detail survey i.e., data collection.
- Height measurement (Remove elevation measurement- REM).
- Control Survey
- Area calculations, etc.
- Remote distance measurement (RDM) or Missing line measurement (MLM).
The EDM instrument component installed in a Total Station is relatively small but still has distance ranges adequate for most work. Lengths up to about 2 km can be measured with a single prism, and up to about 6 to 7 km with triple prism.
The angle resolution of available Total Stations varies from as low as a half-second for precise instruments suitable for control surveys, up to 20″ for instruments made specifically for construction stakeout .
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