Civil EngineeringWBPSC AE · SSC JE · RRB JE

Surveying— Important Topics, Formulas & MCQs

Surveying is the science of determining relative positions of points on, above or below the earth's surface. It is a scoring, concept-light subject covering chain, compass, levelling, theodolite, tacheometry, curves and modern total-station/GPS methods.

Or solve the free Surveying MCQ practice set — real questions with answers & explanations, no login needed.

Important topics in Surveying

Chain & tape surveying, corrections
Compass surveying — bearings, local attraction
Levelling — HI & rise-fall methods, corrections
Theodolite traversing & adjustments
Tacheometry — stadia & tangential methods
Curves — simple, compound, transition, vertical
Contouring & areas/volumes
Triangulation & trilateration
Total station & EDM
Modern surveying — GPS, GIS, remote sensing
Must-know

Key concepts & formulas — Surveying

Chain correction

True length = (L'/L) × measured length, where L' = actual and L = designated chain length.

Curvature & refraction

Combined correction = 0.0673D² (m, D in km) — curvature subtractive, refraction additive.

Reduced level (HI method)

RL = HI − FS; HI = RL + BS. The most common levelling numerical.

Whole circle bearing

Convert reduced bearings by quadrant: NE = θ, SE = 180−θ, SW = 180+θ, NW = 360−θ.

Exam relevance

5–7 questions in AE/JE papers; relatively easy marks compared with design subjects.

Study tip

Levelling and bearing numericals are guaranteed marks — practise the HI/rise-fall tables until they're automatic.

Worked example

Sample Surveying MCQ

A backsight of 2.5 m is taken on a point of RL 100.0 m; a foresight of 1.5 m is taken on the next point. The RL of the next point is:

A. 98.0 m
B. 99.0 m
C. 101.0 m
D. 104.0 m
Answer: C. HI = 100.0 + 2.5 = 102.5 m; RL = HI − FS = 102.5 − 1.5 = 101.0 m (a rise of 1.0 m since BS > FS).

Common mistakes to avoid

Curvature correction is subtractive and refraction additive — the combined correction is subtractive.
Fore bearing and back bearing differ by exactly 180°.
Chain correction: true length = (L'/L) × measured length.
In the HI method, RL = HI − FS, and HI = RL + BS — keep BS/FS straight.