15 Mar Theodolite surveying is a method in which traversing is done by magnetic bearing, included angle and direct angle method. A theodolite /θiːˈɒdəlaɪt/ is a precision optical instrument for measuring angles between designated visible points in the horizontal and vertical planes. THEODOLITE TRAVERSING OBJECTIVES To know the advantages of bearing and their use in various survey works. To be familiar with the checks and errors.

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It must be restarted again at each site. This technique is called a resection solution or free station position surveying and is widely used in mapping surveying.

Sightings are taken by the surveyor, who adjusts the telescope’s vertical and horizontal angular orientation so the cross-hairs align with the desired sighting point.

Keep reading and give your suggestion. Their existence is taken into account in the choice of measurement procedure in travdrsing to eliminate their effect on the measurement results of the theodolite. Gregorius Reisch showed such an instrument in the appendix of his book Margarita Philosophicawhich he published in Strasburg in Prior to the theodolite, instruments such as the gromageometric square and various other graduated circles see circumferentor and semicircles see graphometer were used to obtain either vertical or horizontal angle measurements.

Theodolite – Wikipedia

It is used in traversing. The first instrument more like a true theodolite was likely the one built by Joshua Habermel Erasmus Habermehl in Germany incomplete with compass and tripod. The first occurrence of the word “theodolite” is found in the surveying textbook A geometric practice named Pantometria by Leonard Diggeswhich was published posthumously by his son, Thomas Travdrsing.

Magnetic bearing method Loose needle method Direct angle method Included angle traaversing Deflection angle method This methods are very useful and by using this technique, one can accurately take reading of angles in theodolite. In the early part of the 20th century, Heinrich Wild produced theodolites that became popular with surveyors.



Index error, horizontal-axis error ‘trunnion-axis error’ and rtaversing error are regularly determined by calibration and are removed by mechanical adjustment. It consists of a moveable theodo,ite mounted so it can rotate around horizontal and vertical axes and provide angular readouts. This was the transit theodolite. If not, then a “collimation error” exists. Archived from the original on The meridian is undefined at the geographic poles.

In Digges’s book, the name “theodolite” described an instrument for measuring horizontal angles only. Instrument like a theodolite is very useful for engineer and this methods is very interesting. The intersection of the meridian plane with the horizontal contains the true north-south geographic reference bearing required.

In a transit theodolite, the telescope is short enough to rotate through the zenithotherwise for non-transit instruments vertical or altituderotation is trqversing to a limited arc. Perfektion von Optik und Mechanik.

The two graphing papers are superimposed, providing a scale model of the landscape, or rather the targets in it. Glad to see that you like this post and find useful.

The optical level is sometimes mistaken for a theodolite, but it does not measure vertical angles, and is used only for levelling on a horizontal plane. Nowadays GPS antennas used for geodetic positioning use a similar mounting system. The theodolite is typically mounted on a rugged steel stand, set up so it is level and pointed north, with the altitude and azimuth scales reading zero degrees.

Let’s see this methods in travresing below.


Temporary adjustments are a set of operations necessary in order to make a theodolite ready for taking observations at a station. Webarchive template wayback links. A balloon is released in front of the theodolite, and its position is precisely tracked, usually once a minute. It was only a matter of time before someone put two measuring devices into a single instrument that could measure both angles simultaneously.

Modern triangulation as, e.

The true scale can be obtained by measuring one distance both in the real terrain and in the graphical representation. The theodolite or the target can be rapidly removed from, or socketed into, the forced centering plate with sub-millimeter precision.

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A gyrotheodolite is used when the north-south reference bearing of the meridian is required in the absence of astronomical star sights. Collimation error – The optical axis of the telescope, must also be perpendicular to the horizontal axis. The earliest angular readouts were from open vernier scales directly visible to the eye. Definition, Principle, Method, Advantages.

Modern theodolites are usually of the transit-theodolite design, but engraved plates have been replaced with glass plates designed to be read with light-emitting diodes and computer circuitry, greatly improving accuracy. The Ramsden theodolite was used over the next few years to map the whole of southern Britain by triangulation.

All this is implemented in embedded software of the processor. Glad to see that you find this information good and thank you for comment.

A gyrotheodolite cannot be used at the poles where the Earth’s axis is precisely perpendicular to the horizontal axis of the spinner, indeed it is not normally used within about 15 degrees of the pole because the east-west component of the Earth’s rotation is insufficient to obtain reliable results. Triangulationas invented by Gemma Frisius aroundconsists of making such direction plots of the surrounding landscape from two separate standpoints.

A gyrotheodolite can be operated at the surface and then again at the foot of the shafts to identify the directions needed to tunnel between the base of the two shafts. This can be tested by aligning the tubular spirit bubble parallel to a line between two footscrews and setting the bubble central. This was first done by Jonathan Sisson in Unlike an artificial horizon or inertial navigation system, a gyrotheodolite cannot be relocated while it is operating.

By using fast angle method, one can find lent of traverse leg and magnetic bearing but the angle between line cannot be measured.