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(1) Some theodolites are individually tested to determine the sine curve for the circle error
in that particular instrument. Then a correction factor is stored in ROM that adds or subtracts
from each angle reading so that a corrected measurement is displayed.
(2) Other instruments employ an angle-measuring system consisting of rotating glass circles
that make a complete revolution for every angle measurement. These are scanned by fixed
and moving light sensors. The glass circles are divided into equally spaced intervals which
are diametrically scanned by the sensors. The amount of time it takes to input a reading into
the processor is equal to one interval, thus only every alternate graduation is scanned. As a
result, measurements are made and averaged for each circle measurement. This eliminates
scale graduation and circle eccentricity error.
b) Horizontal collimation error
Horizontal collimation error exists when the optical axis of the theodolite is not exactly
perpendicular to the telescope axis. To test for horizontal collimation error, point to a target
in face one then point back to the same target in face two; the difference in horizontal circle
readings should be 180 degrees. Horizontal collimation error can always be corrected for by
meaning the face one and face two pointings of the instrument.
(1) Most electronic theodolites have a method to provide a field adjustment for horizontal
collimation error. Again, the manual for each instrument provides detailed instruction on the
use of this correction.
(2) In some instruments, the correction stored for horizontal collimation error can affect only
measurements on one side of the circle at a time. Therefore when the telescope is passed
through zenith (the other side of the circle is being read), the horizontal circle reading will
change by twice the collimation error. These instruments are functioning exactly as designed
when this happens.
(3) When prolonging a line with an electronic theodolite, the instrument operator should
either turn a 180-degree angle or plunge the telescope and turn the horizontal tangent so
that the horizontal circle reading is the same as it was before plunging the telescope.
c) Height of standards error:
In order for the telescope to plunge through a truly vertical plane the telescope axis must be
perpendicular to the standing axis. As stated before there is no such thing as perfection in
LJ
Q) EDM CALIBRATION
Total station corrections
Total station corrections

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Total station corrections

  • 2. (1) Some theodolites are individually tested to determine the sine curve for the circle error in that particular instrument. Then a correction factor is stored in ROM that adds or subtracts from each angle reading so that a corrected measurement is displayed. (2) Other instruments employ an angle-measuring system consisting of rotating glass circles that make a complete revolution for every angle measurement. These are scanned by fixed and moving light sensors. The glass circles are divided into equally spaced intervals which are diametrically scanned by the sensors. The amount of time it takes to input a reading into the processor is equal to one interval, thus only every alternate graduation is scanned. As a result, measurements are made and averaged for each circle measurement. This eliminates scale graduation and circle eccentricity error. b) Horizontal collimation error Horizontal collimation error exists when the optical axis of the theodolite is not exactly perpendicular to the telescope axis. To test for horizontal collimation error, point to a target in face one then point back to the same target in face two; the difference in horizontal circle readings should be 180 degrees. Horizontal collimation error can always be corrected for by meaning the face one and face two pointings of the instrument. (1) Most electronic theodolites have a method to provide a field adjustment for horizontal collimation error. Again, the manual for each instrument provides detailed instruction on the use of this correction. (2) In some instruments, the correction stored for horizontal collimation error can affect only measurements on one side of the circle at a time. Therefore when the telescope is passed through zenith (the other side of the circle is being read), the horizontal circle reading will change by twice the collimation error. These instruments are functioning exactly as designed when this happens. (3) When prolonging a line with an electronic theodolite, the instrument operator should either turn a 180-degree angle or plunge the telescope and turn the horizontal tangent so that the horizontal circle reading is the same as it was before plunging the telescope. c) Height of standards error: In order for the telescope to plunge through a truly vertical plane the telescope axis must be perpendicular to the standing axis. As stated before there is no such thing as perfection in
  • 3.
  • 4.