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Computing Instrument Settings for Conventional Measurements

This article provides a reference for the online Instrument Settings calculator. The calculator inquires as to your known instrument specifications and computes the correct Instrument settings using the most commonly accepted methodologies.

See this link to access the calculator

See this link for information about the formulas used to compute the results.

Number of Sets

Select from this pulldown to indicate the number of observations that are averaged when you compute and then enter an angle or direction input in STAR*NET. It is assumed that distances and zenith angles will also be the result from this averaging process.

This setting will be used to compute constraints for the following measurement types:
  • Angular: M, SS, A
  • Directional: DM, DV
  • Zenith: M, S, DV (in 3D projects)
  • Vertical Difference: V
  • Distance: D, DM

DIN 18723 or ISO 17123 Directional Accuracy:

This is the value we usually refer to when we designate an instrument as a (for example) "1 second instrument." See this article to learn more about this standard.

This setting will be used to compute constraints when directions are included in the following measurement types:
  • Angular: M, SS, A
  • Directional: DM, DV
  • Zenith: M, SS, DV (in 3D projects), V
  • Vertical Difference: V




EDM Constant:

This value is published with your instrument specs and gives an indication of the accuracy of slope distance measurements at any distance. This constraint has the same effect at any distance.

This setting will be used to compute constraints when distances are included in the following measurement types:
  • Angular: M, SS
  • Directional: DM, DV
  • Zenith: M, SS, DV (in 3D projects)
  • Vertical Difference: V
  • Distance: D, DV

EDM PPM:

This value is published with your instrument specs and gives an indication of the accuracy of slope distance measurements. The "Parts per Million" specification is added to the EDM Constant and has an increasing effect on your measurement confidence as the distance increases. The longer the distance, the more the EDM PPM inflates the expected standard error for the measurement.


This setting will be used to compute constraints when distances are included in the following measurement types:
  • Angular: M, SS
  • Directional: DM, DV
  • Zenith: M, SS, DV (in 3D projects)
  • Vertical Difference: V
  • Distance: D, DV

Azimuth/Bearing Accuracy:

This value is rarely computed from instrument specifications. In most cases this value constrains measurements input as given directions that come from another source and thus you have to apply your own judgement as to what the standard error should be.

Some examples to illustrate your application:
  • You are working from some old plans in which bearings are rounded to the nearest 20 seconds. You could use this "least count" value as a loose indication that bearings could vary by 20 seconds without indicating any problem in the network.
  • You are performing a tunnel survey and need to incorporate gyroscopic measurements. Consult your gyroscope calibration documents for this value. This is normally computed by propogating the error induced by the gyroscope with the angular accuracy of the instrument it is connected to.
  • You are computing an azimuth from an astronomical observation. The Bearing/Azimuth weighting would be the same as that computed for an angle observation with the same instrument.
This setting will be used to compute constraints when directions are included in the following measurement types:
  • Bearing: B, BM

Instrument Centering Error

This value may be estimated or may be found in the specifications for your tribrach (depending on the manufacturer.) This value indicates the accuracy with which you can position the instrument above the point being measured. This value is minimal or zero if you are "forced centering" the instrument over the point by directly connecting to a mechanical bracket. If you are setting the instrument on a tripod you will want to consider factors such as:

  • your visual skill at positioning a laser plummet or optical plummet cross hairs over the point
  • the instrument height
  • the accuracy of the optical plummet or laser plummet

It is typical to allow for 1 mm to 5 mm or .0003 to .0015 feet when using a tripod

This setting will be used to compute standard errors for any measurement involving a total station and a horizontal component.
  • Angular: M, SS
  • Directional: DM, DV
  • Zenith: M, SS, DV (in 3D projects)
  • Vertical Difference: V
  • Distance: D, DV

Target Centering Error

This value may be estimated or may be found in the specifications for your tribrach, prism or prism rod (depending on the manufacturer.) This value indicates the accuracy with which you can position the target above the point being measured. This value is minimal or zero if you are "forced centering" the target over the point by directly connecting to a mechanical bracket. If you are holding the target on a tripod or prism rod you will want to consider factors such as:

  • your visual skill at positioning the target over the point
  • the target height
  • the accuracy of the optical plummet or rod level bubble

It is typical to allow for 1 mm to 5 mm or .0003 to .0015 feet when using a tripod and more when using a rod

This setting will be used to compute standard errors for any measurement involving a total station and a horizontal component.
  • Angular: M, SS
  • Directional: DM, DV
  • Zenith: M, SS, DV (in 3D projects)
  • Vertical Difference: V
  • Distance: D, DV

ATR Centering Error

This value may be estimated or may be found in the specifications for your instrument. ATR, or Automatic Target Recognition centering error is only considered when using a self-aiming total station and only in high precision work. ATR centering is used to inflate target centering error to provide a final target centering value.

If you don't want to consider this value, set it to zero.

This setting will be used to compute standard errors for any measurement involving a total station and a horizontal component.
  • Angular: M, SS
  • Directional: DM, DV
  • Zenith: M, SS, DV (in 3D projects)
  • Vertical Difference: V
  • Distance: D, DV

Vertical Centering Error

This value is usually estimated by considering the accuracy with which the Height of Instrument or Height of Target is mechanically measured.

It is common to estimate this value as 2 mm or .005 feet.

This setting will be used to compute standard errors for any measurement involving a total station and a vertical component.
  • Angular: M, SS
  • Directional: DM, DV
  • Zenith: M, SS, DV (in 3D projects)
  • Vertical Difference: V
  • Distance: D, DV
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  1. James Johnston

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