Tacheometer Surveying [Surveying Methods, Errors & Precautions]

Tacheometer Surveying [Surveying Methods, Errors & Precautions]

πŸ’ͺ Tacheometer Surveying :

A tacheometer is the instrument utilized in the tachymetric surveying and is a transit theodolite fitted with a unique arena diaphragm.

😎 Tacheometer Surveying [Surveying Methods, Errors & Precautions]


A tacheometer is the instrument utilized in the tachymetric surveying and is a transit theodolite fitted with a unique arena diaphragm.

The telescope of the tacheometer includes 2 horizontal hairs which are called stadia hairs and specifically called arena lines and are equidistant from the main cross-hairs.

The telescope fitted with a tachometer should satisfy extra requirements like precision, speed, and more refined vertical circles. The zoom of the telescope of the tacheometer is greater.

In the tacheometer, the lens system is of much better quality and the object-glass is of higher size and the power of zoom must not be less than 20 to 25.


For the getting of an intense image, the reliable aperture must not be less than 3.5 cm to 4.5 cm in size, and the instrument of the increasing constant is normally kept as 100.

For close sights, this is utilized, and by rack and pinion for the motion of the eyepiece in the vertical aircraft, the leading and bottom hairs read and plans might be supplied. On the vertical circle, it must be possible to take direct readings approximately an angle of 5 degrees.

Major Features of Tacheometer:

  1. The small worth of the increasing constant must be 100 and the mistake included in this must not go beyond 1 in 1000 in this worth.
  2. From the upper and lower arena hairs, the axial horizontal line must be equidistant.
  3. The additive consistent must be no and the telescope must be analectic.
  4. The zoom home of the telescope must be effective.

Methods of Tacheometer Survey:

Based on the concept there are different techniques of tacheometer study such as;

  1. Stadia System
  2. Tangential system.

πŸ’‘Stadia System of Tacheometer: ✨

With just one observation from the instrument, the horizontal range to the personnel Station from the instrument station and the elevation of the personnel station worrying the line of sight of the instrument is gotten in the arena system.

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stadia surveying system

There are primarily 2 systems of surveying in-stadia system such as;

  1. Fixed Hair Method
  2. Movable Hair Method

Fixed Hair Method:

In the fixed hair technique of the tacheometer study, the instrument is suitable for taking observations to include a telescope with 2 extra horizontal cross hairs one listed below the main hair and other above the main hair.

From the main hair, these are positioned equidistant and are referred to as arena hairs.

The arena hairs are seen to obstruct a particular length of the personnel when personnel is seen through the telescope and with the range in between the instrument and the stations, this differs straight.

fixed hair method

This technique is called the fixed hair technique since the range in between the arena hair is fixed.

Movable Hair Method:

In this technique, for taking observations, the instrument utilized includes a telescope fitted with arena hairs and can be moved and fixed at any range from the main hair.

At a fixed range the personnel utilized with this instrument includes 2 targets and with the arena period, the various positions of the personnel are determined and from the instrument station to the personnel station, horizontal range calculated.

πŸ’‘Tangential system of Tacheometer: ✨

In this system of tacheometer study, to identify the horizontal range and the distinction in the elevation in between the line of collimation and the personnel station, 2 observations will be essential from the personnel station to the instrument station.

With the common transit theodolite, this technique can be performed and due to the following factors, this system is thought about inferior to the arena system utilized nowadays.

Procedure for Tacheometer Surveying:

There are the following actions in the treatment of tacheometer surveying as provided listed below;

  1. Over the station established the instrument and with a recommendation to the elevation level properly level the instrument.
  2. To no set the vernier of the vertical circle and with a determining tape, properly determine the height of the instrument with the elevation level at the center of its run.
  3. By keeping the arena rod initially in front of the telescope and reading through the object-glass, the height might be discovered.
  4. On the benchmark hold the personnel and take the bearing, check out the vertical angle and the top, bottom, and axial hair readings.
  5. By taking the bearings, the vertical angles, and the personnel readings all the representative points under the command of the instrument station lie, and these observations are referred to as side shots.
  6. Then take an insight at the 2nd station and take down the bearings and to the top, bottom, and the axial hairs vertical angle and the personnel readings correspond.
  7. Then to the 2nd station shift the instrument and center and level the instrument and determine the height of the instrument.
  8. To the very first station take a backsight and to the leading, bottom and axial hairs observe the bearings, vertical angle, and the personnel reading. For the getting ranges and elevations of the stations, each station is spotted two times 2 Values.
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Errors and Precautions in Tacheometer:

Errors Due to Instruments:

Due to control and sighting or due to natural causes, imperfect long-term changes in the instrument, and inaccurate graduations on the arena rod, the mistakes might contribute mistakes.


  1. By real observation, the constants of the instrument provided by the producer must be validated in the field when the instrument remains in the best long-term change.
  2. To the observed readings, the graduations on the rod must be thoroughly taken a look at.

Errors Due to Manipulation and Sighting:

These mistakes depend upon the performance and ability of the property surveyor and due to incorrect leveling and focusing of the instrument these mistakes might take place and these inaccurate arena readings are taken.


  1. There must be no Parallax to see the arena rod plainly and care must be required to see that the axial hair is not misinterpreted for arena hair while taking arena hair readings.
  2. By seeing whether the mean of the stadia hair readings amounts to axial hair reading, the precision of the arena hair readings might be inspected.

Errors Due to Natural Causes:

Due to wind, unequal growth of the instrument parts, unequal refraction, and presence the natural mistakes might be triggered.


  1. Taking readings in mid-day must be prevented and these mistakes take place when unequal refraction of rays of light goes through various densities of the air layers.
  2. From the ground, the lines of sight must not be within a meter.
πŸ”₯A tacheometer is the instrument used in the tachymetric surveying and is a transit theodolite fitted with special stadia diaphragm. Click To Tweet

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