ADJUSTMENT OF A THEODOLITE
The adjustments of a theodolite are of two kinds:
Permanent adjustment
Temporary adjustment
PERMANENT ADJUSTMENT
Adjustment of the Horizontal Plate Levels.
Collimation Adjustment
Horizontal Axis Adjustment
Adjustment of the Telescope Level or the Altitude level.
Vertical Circle Index Adjustment.
TEMPORARY ADJUSTMENT OF THEODOLITE
The temporary adjustments are made at each set up of the instrument before starting taking observations with the instrument.
1) Setting up the Theodolite over the station
2) Levelling up the theodolite
3) Elimination of the parallax
1. Setting up : Operation of setting up a theodolite includes:
a) centering the theodolite over the ground mark
b) approximate levelling with the help of tripod legs.
2. Levelling up of theodolite
The operation of making the vertical axis truly vertical is known as levelling of Theodolite.
i) Turn the horizontal plate until the longitudinal axis of the plate level is
approximately parallel to a line joining any two levelling screws.
ii) Bring the bubble to the centre of its run by turning both foot screws simultaneously in opposite directions either inwards or outwards. The movement of the left thumb indicates the direction of movement of bubble.
iii) Turn the instrument through 1800 in azimuth.
iv) Note the position of the bubble. If it occupies a different position, move it by means of the same two foot screws to the approx. mean of the two positions.v) Turn the theodolite through 90 in azimuth so that the plate level becomes perpendicular to the previous position.
vi) With the help of third floor screw, move the bubble to the approx. mean position already indicated.
vii) Repeat the process until the bubble, retains the same position for every setting of the instrument.
3. Elimination of Parallax : Elimination of parallax may be done by focusing the eye piece for distinct vision of cross hairs and focusing the objective to bring the image of the object in the plane of cross hairs.
1. What is a theodolite and how is it used in surveying and leveling in agricultural engineering? |
2. How do you adjust a theodolite for accurate measurements in surveying and leveling? |
3. What are the common errors encountered while using a theodolite in agricultural engineering? |
4. How can a theodolite be used to improve precision in agricultural engineering projects? |
5. What are some best practices for using a theodolite in agricultural engineering surveys and leveling? |
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