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Permanent adjustment of Theodolite

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By iti | 10:04 AM IST, Tue March 24, 2026

Permanent Adjustment of Theodolite

Permanent adjustment of a theodolite refers to the process of setting the fundamental relationships between the different parts of the instrument so that accurate measurements can be obtained. Unlike temporary adjustments, these adjustments are not required at every setup but must be checked periodically.

For ITI Surveyor trainees, understanding permanent adjustments is essential to ensure the accuracy and reliability of theodolite observations.

Objective of Permanent Adjustment

  • To maintain correct alignment of instrument parts
  • To eliminate systematic errors
  • To ensure accurate angle measurement

Fundamental Lines of Theodolite

Permanent adjustments are based on maintaining proper relationships between the following lines:

  • Vertical axis
  • Horizontal axis (trunnion axis)
  • Line of collimation
  • Axis of plate level
  • Axis of telescope level

Main Conditions of Permanent Adjustment

1. Plate Level Adjustment

The axis of the plate level should be perpendicular to the vertical axis.

  • If the bubble is centered, the instrument is level
  • If not, adjust using levelling screws

2. Collimation Adjustment

The line of collimation should be perpendicular to the horizontal axis.

  • Check by sighting a distant object
  • Adjust crosshairs if necessary

3. Horizontal Axis Adjustment

The horizontal axis should be perpendicular to the vertical axis.

  • Ensures proper rotation of telescope
  • Checked by observing vertical alignment

4. Telescope Level Adjustment

The axis of the telescope level should be parallel to the line of collimation.

  • Ensures accurate vertical angle measurement

5. Vertical Circle Index Adjustment

The vertical circle should read zero when the line of sight is horizontal.

  • Adjust index frame if necessary

Importance of Permanent Adjustment

  • Ensures accuracy in angle measurement
  • Reduces systematic errors
  • Improves reliability of survey work
  • Essential for precise engineering projects

Precautions

  • Handle the instrument carefully
  • Check adjustments regularly
  • Avoid rough handling or shocks
  • Keep the instrument clean and dry
  • Use proper tools for adjustment

Difference Between Temporary and Permanent Adjustment

Temporary AdjustmentPermanent Adjustment
Done at every setupDone occasionally
Includes centering, levelling, focusingIncludes alignment of instrument parts
Simple and quickRequires skill and precision

Importance in Surveyor Trade

Permanent adjustment is essential for maintaining the accuracy of the theodolite. Without proper adjustment, all measurements may contain errors, affecting the quality of survey work.

Conclusion

Permanent adjustment of theodolite ensures correct alignment of its components and accurate measurement of angles. It is a crucial aspect of surveying that helps maintain precision in fieldwork.

For ITI Surveyor trainees, understanding and applying these adjustments is important for professional and accurate surveying practices.

Book Page

Use AutoCAD command for drawings
Classification of Roads, Terms Used in Road Engineering, Alignment, Gradients & Super Elevation
Points to be considered during reconnaissance survey
Types of surveys for location of a road
Degree of Accuracy in Surveying
Common error and their elimination
Curvature & Refraction Effect and Sensitivity of Bubble Tube
Curvature & Refraction Effect and Sensitivity of Bubble Tube
Entry of level book (Reduced level calculation method)
Temporary & Permanent Adjustment (Levelling Instrument)
Different types of levelling
Technical terms used in levelling
Types of levelling instrument
Introduction to levelling
Traversing using Theodolite, Traverse Computation, Coordinates, Balancing, Gale’s Traverse Table, Area & Omitted Measurements
Traversing using Theodolite, Traverse Computation, Coordinates, Balancing, Gale’s Traverse Table, Area & Omitted Measurements
Permanent adjustment of Theodolite
Reading of angles, field book entry of measured angles
Temporary Adjustment of Theodolite and Angle Measurement Process
Types of Theodolite, Parts of Theodolite, Terms Used in Theodolite Survey
Introduction to Theodolite
Methods of Plane Table Survey (Radiation, Intersection, Resection, Traversing)
Plane Table Survey, Principle, Merits & Demerits, Instruments and Setting Up
Introduction to AutoCAD and Use of AutoCAD Commands
Adjustment of closing error, precaution in using prismatic compass
Calculation of included angle from bearing local attraction, magnetic declination and true bearing, closing error
Conversion of bearing web to R.B
Instruments and Their Setting Up (Compass Survey)
Basic terms used in compass survey
Calculation of Area (Regular & Irregular Figures) and Knowledge of Site Plan
Field procedure of chain survey errors in chain survey, plotting procedure
Terms Used in Chain Survey, Offsets, Field Book and Chaining on Sloping Ground
Uses of Chain/ tape, testing of a chain & correction
Ranging (direct & indirect), Principle of chain survey, application
Use & application of conventional signs & symbols
Knowledge of different types of scales, determine of R.F & uses of scales
Introduction of surveying, types of surveying, use, application principal
Details layout of lettering, lines & dimensioning system
Dimensions of drawing sheet
Layout of drawing sheet
List of the instrument equipments to be used during training
Job Responsibility of the Trade and Overview of the Subject
Introduction of First aid
Importance of survey or trade Job after completion of training
Guidance for Newcomers to Become Familiar with the Working of ITI System
Importance of Safety and General Precautions in Surveyor Trade

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