Surveying & Geomatics
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Stadia Distance

Horizontal distance from stadia hair readings on a level rod.

Formula

D=100 scos⁡2θD = 100 \, s \cos^2\theta

Variables

DDistance
sStadia interval
\thetaVertical angle

Example

s=0.5 m, θ=0°: D = 100×0.5 = 50 m

How it works

This relation gives the horizontal distance to a staff point when a tacheometer is sighting a level rod and the distance between the upper and lower stadia hair readings is known. The factor 100 comes from the instrument constant for standard stadia systems, while the cos²θ term corrects the line-of-sight reading to a horizontal distance when the telescope is inclined by angle θ. It works because the intercepted staff interval is proportional to the sloping sight distance, and projecting that sloping distance onto the horizontal introduces the cosine correction twice.

When to use it

Use this in tacheometric surveying when you have stadia readings on a vertically held staff and need the horizontal distance to the point. It is especially useful on uneven ground, where the line of sight is not horizontal but you still want plan-distance for mapping or setting out.

Worked example, step by step

Given: stadia interval s = 1.20 m vertical angle θ = 25° Step 1: Square the cosine of the angle cos 25° ≈ 0.9063 cos²25° ≈ 0.9063² ≈ 0.8214 Step 2: Substitute into the formula D = 100 × s × cos²θ D = 100 × 1.20 × 0.8214 Step 3: Calculate D = 120 × 0.8214 D ≈ 98.6 m Final answer: The horizontal distance is about 98.6 m.

Common mistakes to avoid

  • Using the angle in degrees without evaluating cos²θ correctly
  • Forgetting that s is the stadia intercept, not a single staff reading
  • Applying the formula to a sloping distance instead of the horizontal distance

Did You Know?

The stadia constant 100 comes from the fixed spacing of the crosshairs in a surveyor's telescope.

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Reviewed & maintained by the FormulaWon editorial teamLast reviewed September 2026