Stadia rod Other forms of tacheometry in surveying include the use of a
level staff known as a
stadia rod with a theodolite or
plane-table alidade. These use
stadia marks on the instrument's
reticle to measure the distance between two points on the stadia rod (the stadia interval). This is converted to distance from the instrument to the stadia rod by multiplying the stadia interval by the
stadia interval factor. If the stadia rod is not at the same elevation as the instrument, the value must be corrected for the angle of elevation between the instrument and the rod. The formula most widely used for finding the distances is: : d = ks + c Here, s is the stadia interval (top intercept minus bottom intercept); k and c are multiplicative and additive constants. Generally, the instrument is made so that k = 100 and c = 0 exactly, to simplify calculations.
Subtense bar Another device used in tacheometry to measure distance between the measuring station and a desired point is the
subtense bar. This is a rigid rod, usually of a material insensitive to change in temperature such as
invar, of fixed length (typically ). The subtense bar is mounted on a tripod over the station to which the distance is desired. It is brought to level, and a small
telescope on the bar enables the bar to be oriented perpendicular to the line of sight to the angle measuring station. Since the subtense bar is always 2m. The formula for the subtense bar is: : A theodolite is used to measure the horizontal angle between indicators on the two ends of the subtense bar. The distance from the telescope to the subtense bar is the height of an
isosceles triangle formed with the theodolite at the upper vertex and the subtense bar length at its base, determined by
trigonometry.
Tacheometer A
tachymeter or
tacheometer is a type of
theodolite used for rapid
measurements and in modern form determines, electronically or
electro-optically, the distance to target. The principles of action are similar to those of
rangefinders. ==References==