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Calculation of included angle from bearing local attraction, magnetic declination and true bearing, closing error

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

Calculation of Included Angle, Local Attraction, Magnetic Declination, True Bearing and Closing Error

In compass surveying, accurate measurement and correction of bearings are essential for reliable results. Surveyors must understand how to calculate included angles, detect local attraction, apply magnetic declination, determine true bearings, and identify closing errors. These concepts are fundamental for Surveyor trade trainees.

Included Angle

The included angle is the angle between two consecutive survey lines in a traverse. It is calculated from the bearings of those lines.

Calculation of Included Angle

  • Included Angle = Back Bearing of previous line − Fore Bearing of next line
  • If the result is negative, add 360°

Example: 
F.B. of AB = 60° 
F.B. of BC = 120° 
B.B. of AB = 60° + 180° = 240° 
Included Angle at B = 240° − 120° = 120°

Local Attraction

Local attraction is the deviation of the magnetic needle due to nearby magnetic materials such as iron, electric lines, or machinery. It affects the accuracy of compass readings.

Detection of Local Attraction

  • If F.B. − B.B. ≠ 180°, local attraction exists
  • Stations where difference is exactly 180° are considered free from local attraction

Correction of Local Attraction

Corrections are applied to the bearings at affected stations based on error values. One station is assumed correct, and others are adjusted accordingly.

Magnetic Declination

Magnetic declination is the angle between the true meridian and the magnetic meridian.

  • East Declination: Magnetic north is east of true north
  • West Declination: Magnetic north is west of true north

Relation

  • True Bearing = Magnetic Bearing + Declination (East)
  • True Bearing = Magnetic Bearing − Declination (West)

True Bearing

True bearing is the angle measured with respect to the true meridian. It is free from magnetic errors and is used for accurate mapping and calculations.

Closing Error

Closing error occurs in a closed traverse when the survey does not return exactly to the starting point. It indicates errors in measurement or calculation.

Types of Closing Error

  • Linear Closing Error
  • Angular Closing Error

Angular Closing Error

For a closed traverse:

Sum of interior angles = (2n − 4) × 90°

Where n = number of sides

Difference between measured and theoretical sum gives angular error.

Linear Closing Error

It is the distance between starting and ending points of the traverse. It can be corrected using graphical or analytical methods.

Importance of These Concepts

  • Ensures accuracy in compass surveying
  • Helps in error detection and correction
  • Improves reliability of survey data
  • Essential for traverse calculations

Precautions

  • Check for local attraction before calculations
  • Apply correct declination values
  • Ensure proper measurement of bearings
  • Verify calculations carefully

Application in Surveyor Trade

These calculations are widely used in compass traversing, map preparation, and field surveys. Surveyors use these concepts to ensure accuracy and reliability in their work.

Conclusion

Calculation of included angles, correction of local attraction, application of magnetic declination, and identification of closing errors are essential aspects of compass surveying. For ITI Surveyor trainees, mastering these concepts is crucial for accurate fieldwork and professional success.

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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