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Adjustment of a Theodolite, Surveying and Levelling | Surveying and Levelling Notes- Agricultural Engg - Agricultural Engineering PDF Download

ADJUSTMENT OF A THEODOLITE
The adjustments of a theodolite are of two kinds:

  1. Permanent adjustment

  2. Temporary adjustment

PERMANENT ADJUSTMENT

  • The permanent adjustment are made to establish the fixed relationships between the fundamental lines of the instrument, and once made, they last for long time. 
  • They are essential for the accuracy of observations. The permanent adjustment in case of transit theodolite are:
    1. Adjustment of the Horizontal Plate Levels.

    2. Collimation Adjustment

    3. Horizontal Axis Adjustment

    4. Adjustment of the Telescope Level or the Altitude level.

    5. 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.

The document Adjustment of a Theodolite, Surveying and Levelling | Surveying and Levelling Notes- Agricultural Engg - Agricultural Engineering is a part of the Agricultural Engineering Course Surveying and Levelling Notes- Agricultural Engg.
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FAQs on Adjustment of a Theodolite, Surveying and Levelling - Surveying and Levelling Notes- Agricultural Engg - Agricultural Engineering

1. What is a theodolite and how is it used in surveying and leveling in agricultural engineering?
Ans. A theodolite is a precise instrument used in surveying and leveling in agricultural engineering. It is primarily used to measure horizontal and vertical angles for mapping and construction purposes. By rotating the theodolite's telescope and using its built-in spirit level, surveyors can accurately determine the position and elevation of points on the agricultural land.
2. How do you adjust a theodolite for accurate measurements in surveying and leveling?
Ans. To ensure accurate measurements with a theodolite in surveying and leveling, it is crucial to perform regular adjustments. The primary adjustments include leveling the instrument, aligning the telescope's vertical axis, and centering the horizontal and vertical crosshairs. Additionally, checking and calibrating the instrument's bubble levels and making sure the tripod is stable are essential steps for precise measurements.
3. What are the common errors encountered while using a theodolite in agricultural engineering?
Ans. When using a theodolite in agricultural engineering, several common errors can affect measurement accuracy. These errors include instrumental errors such as misalignment of the telescope or a faulty bubble level, observational errors caused by human factors like parallax or misreading angles, and environmental errors due to atmospheric conditions or unstable ground surfaces. Regular calibration, proper training, and careful observation can help minimize these errors.
4. How can a theodolite be used to improve precision in agricultural engineering projects?
Ans. A theodolite plays a crucial role in improving precision in agricultural engineering projects. It allows surveyors to accurately measure angles and distances, which are essential for tasks like land mapping, irrigation system design, and construction planning. By using a theodolite, agricultural engineers can ensure precise alignment of structures, accurately measure land gradients, and determine the optimal layout for agricultural infrastructure.
5. What are some best practices for using a theodolite in agricultural engineering surveys and leveling?
Ans. When using a theodolite for surveys and leveling in agricultural engineering, it is important to follow certain best practices. These include ensuring the instrument is properly calibrated and adjusted before each use, maintaining a stable and level tripod setup, taking multiple measurements and averaging them for increased accuracy, and documenting all readings and observations meticulously. Regular maintenance and cleaning of the theodolite are also vital to keep it in optimal working condition.
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