Your Equation

Library / Geometry, coordinates, surveying and trigonometry / GEO-35

Geometry, coordinates, surveying and trigonometry

Triangulation from two surveyed bearings

Distance from station A, at the origin, to a target sighted from A on bearing b₁ and from station B, a distance d due east of A, on bearing b₂.

Ref
GEO-35
Rev
v1
Field
Geometry, coordinates, surveying and trigonometry
Result
s [km]

Station A is at the origin and B is a distance d due east. The target is sighted on bearing b₁ from A and b₂ from B. Solving the two rays with the sine rule gives the distance from A as s = d cos b₂/sin(b₁ − b₂) and the distance from B as d cos b₁/sin(b₁ − b₂). Both must be positive, so the rays cross ahead of both stations. Parallel rays (sin = 0) give no fix.

Distance from station A, at the origin, to a target sighted from A on bearing b₁ and from station B, a distance d due east of A, on bearing b₂. Both rays must run forward, so a negative result or a negative distance from B is rejected.

Calculator

Solve for
km
km
150
°
585
°
275355
  • Target easting from A, s sin b₁3 km
  • Target northing from A, s cos b₁3 km
  • Distance from station B to the target4.243 km

What drives the result

Each variable is moved across its typical range while the others stay at the values above. The longest bar is the key driver.

Distance from A to the target (km) current value 4.243 km
dDistance from A to B (due east)Key driver
0.70735.4
b2Bearing from B
0.6837.8
b1Bearing from A
5.54
  • Sighting on 45° from A and 315° from B, 6 km apart, places the target 4.243 km from A, at (3, 3) km.
  • The two 45° sight lines of the standard example meet at (3, 3) km, a distance of 3√2 ≈ 4.243 km, because they form a right angle.
Chart data as tables

Ranked variables

VariableTypical rangeLowest resultHighest resultSwing (km)Local stepChange in result
d Distance from A to B (due east)1 to 50 km0.707135.3634.65+10%+10 %
b2 Bearing from B275 to 355 °0.68267.8037.12+10%+61.3 %
b1 Bearing from A5 to 85 °4.2435.5381.296+10%+0.309 %

Sweep of Bearing from A

Bearing from A (°)Distance from A to the target (km)
55.538
154.899
254.515
354.308
454.243
554.308
654.515
754.899
855.538

Sweep one variable

Distance from A to the target (km)Hover, touch, or use the arrow keys on the chart
4.555.5 10305070 Bearing from A (°) now 4.243

Variables and how each one contributes

s

Distance from A to the target

Result · km

What the equation gives you. Everything else feeds it.

d

Distance from A to B (due east)

km · typical 1 to 50

The distance from station A to station B, due east of A, in km. A longer baseline moves the target further away in direct proportion. Raising it by 10 % (to 6.6) moves the result by +10 %, from 4.243 to 4.667 km.

b1

Bearing from A

° · typical 5 to 85

The bearing of the target from station A, in degrees clockwise from north. Turns the ray from A and so moves the crossing point. Raising it by 1 (to 46) moves the result by +0.0152 %, from 4.243 to 4.243 km.

b2

Bearing from B

° · typical 275 to 355

The bearing of the target from station B, in degrees clockwise from north. Turns the ray from B and so moves the crossing point. Raising it by 1 (to 316) moves the result by +1.75 %, from 4.243 to 4.317 km.

Worked example with the values above

  1. Angle between the rays at the target: sin(b₁ − b₂) = sin(−270°) = 1.
  2. Numerator: d cos b₂ = 6 × 0.70711 = 4.2426.
  3. s = 4.2426 / 1 = 4.2426 km.

Assumptions and limits

  • A local flat plane with parallel north lines at all stations, and bearings measured clockwise from north.
  • Distances are straight-line distances on level ground, in one consistent unit.

Common mistakes

  • Measuring a bearing anticlockwise or from east instead of clockwise from north.
  • Forgetting to take the result modulo 360° after adding or subtracting.
  • Using the angle of depression or a flat-ground assumption when the ground is sloping.

Statistics and uncertainty

Angle errors dominate: a 1° error in a bearing moves a point 1.7 % of the distance sideways. Intersections of near-parallel sight lines amplify this, so keep the angle between the rays as large as practical.

Where it is used

  • Navigation, orienteering and dead reckoning from legs and bearings.
  • Surveying heights and positions with a compass, clinometer or theodolite.

Maths you need

  • Bearing: angle clockwise from north, 000° to 360°
  • Sine and cosine: east and north parts of a leg
  • Right triangle trigonometry: sine, cosine and tangent

Related formulas

Practise this formula