Triangulation Calculator

Determine unknown coordinates using triangulation methods for surveying and navigation

Triangulation Calculation

x-coordinate

y-coordinate

x-coordinate

y-coordinate

°

Bearing to unknown landmark

°

Bearing to unknown landmark

Landmark Location

(2.500, 1.443)
Coordinates (x, y)
60.0°
Intersection Angle
Distance from Point A
2.887 units
Distance from Point B
2.887 units

Calculation Steps:

tan(α) = tan(30°) = 0.5774

tan(β) = tan(330°) = -0.5774

x₃ = (y₁ - y₂ + x₂×tan(β) - x₁×tan(α)) / (tan(β) - tan(α))

y₃ = (y₁×tan(β) - y₂×tan(α) + (x₂ - x₁)×tan(β)×tan(α)) / (tan(β) - tan(α))

Triangulation Quality

✅ Good geometry: Intersection angle (60.0°) provides reliable results.

Example Calculation

Land Surveying Example

Observation Point A: (0, 0)

Observation Point B: (5, 0)

Bearing from A: 30° (to unknown landmark)

Bearing from B: 330° (to unknown landmark)

Solution

tan(30°) = 0.5774, tan(330°) = -0.5774

x₃ = (0 - 0 + 5×(-0.5774) - 0×0.5774) / (-0.5774 - 0.5774)

x₃ = -2.887 / -1.1548 = 2.5

y₃ = (0×(-0.5774) - 0×0.5774 + (5 - 0)×(-0.5774)×0.5774) / (-0.5774 - 0.5774)

Landmark Location: (2.5, 4.33)

Triangulation Methods

1

Intersection

Find unknown landmark location

Observe from two known points

2

Resection

Determine your own position

Observe two known landmarks

Surveying Tips

Optimal intersection angles: 30° to 150°

Avoid narrow angles for better accuracy

Use precise bearing measurements

Verify results with additional observations

Understanding Triangulation

What is Triangulation?

Triangulation is a surveying and navigation method that determines the location of an unknown point by measuring angles from known positions. It forms triangles to calculate precise coordinates using trigonometric principles.

Applications

  • Land surveying and mapping
  • Navigation and positioning
  • Civil engineering projects
  • Astronomical observations

Mathematical Formula

x₃ = (y₁ - y₂ + x₂×tan(β) - x₁×tan(α)) / (tan(β) - tan(α))

y₃ = (y₁×tan(β) - y₂×tan(α) + (x₂ - x₁)×tan(β)×tan(α)) / (tan(β) - tan(α))

  • (x₃, y₃): Unknown point coordinates
  • (x₁, y₁), (x₂, y₂): Known point coordinates
  • α, β: Bearing angles in degrees
  • tan(α), tan(β): Tangent of bearing angles

Note: Lines must not be parallel (different slopes) for a unique solution.

Triangulation vs. Trilateration

Triangulation

  • Uses angle measurements
  • Requires line-of-sight visibility
  • Historical surveying method
  • Precise angular measurements needed

Trilateration

  • Uses distance measurements
  • No line-of-sight required
  • Modern GPS technology
  • Time/radio signal measurements