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What surveying does

Basics Surveying Reviewed 24 Oct 2026 2 min read

Surveying measures and records the positions of points on, above or below the earth's surface, and sets out new points from a design. Every civil project starts and ends with it: a topographic survey gives the designer the existing ground, setting out puts the design on site, and as-built surveys record what was built. Measurements are distances, angles and heights, combined into coordinates.

Two basic principles run through all survey work. First, work from the whole to the part: establish a framework of accurately fixed control points, then fill in detail from them, so that errors stay local and do not accumulate. Second, fix each new point by at least two independent measurements from known points, so that one gross error is detected rather than hidden. Every survey also needs checks, such as closing a traverse back on itself or reading a level back to the starting benchmark.

Diagram: Indiacon original, not to scale.

Surveys are classed as plane surveys, where the earth's curvature can be ignored, typically for areas under a few hundred square kilometres, and geodetic surveys, which account for the earth's shape. By purpose there are topographic, cadastral (property boundary), engineering, route, hydrographic, mine and construction surveys. Instruments have moved from chains, compasses and dumpy levels to total stations, digital levels, GNSS receivers, drones and laser scanners, but the principles, sources of error and need for checks remain the same.

Tip

Book every reading in the field with a check column; never rely on memory.

Key formulas
  • Error classes: gross (blunders), systematic, random
  • Relative precision = error / distance (for example 1 in 5 000)
  • Plane surveying: curvature ignored over small areas
  • Two independent measurements fix each point
Solved example

Problem. A traverse of total length 1 250 m closes with a linear misclosure of 0.18 m. Find its relative precision and check against a specification of 1 in 5 000.

  1. Relative precision = 0.18 / 1 250 = 1 / 6 944.
  2. Specification 1 in 5 000 allows up to 1 250 / 5 000 = 0.25 m misclosure.
  3. 0.18 m < 0.25 m, so the traverse is acceptable and can be adjusted.

Answer. About 1 in 6 900, which meets 1 in 5 000

Quick quiz

1State the principle of working from whole to part.

Fix a precise control framework first, then fill in detail from it.

2What is a gross error?

A blunder, such as misreading or wrong booking.

3When can the earth's curvature be ignored?

In plane surveys over small areas.

References and further reading

Standard texts, listed in no order of merit. We do not copy text, figures, tables or solved problems from any book; our explanations and examples are original.

  • S. K. Duggal, Surveying (Vols 1 and 2), McGraw Hill Education (India), latest edition.
  • B. C. Punmia, A. K. Jain, A. K. Jain, Surveying (Vols 1 to 3), Laxmi Publications, latest edition.
  • C. D. Ghilani, P. R. Wolf, Elementary Surveying: An Introduction to Geomatics, Pearson, latest edition.

Free and official sources

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