Horizontal position representation

Source: Wikipedia, the free encyclopedia.

A

reference frame. When representing positions relative to the Earth, it is often most convenient to represent vertical position
(height or depth) separately, and to use some other parameters to represent horizontal position. There are also several applications where only the horizontal position is of interest, this might e.g. be the case for ships and ground vehicles/cars. It is a type of geographic coordinate system.

There are several options for horizontal position representations, each with different properties which makes them appropriate for different applications. Latitude/longitude and UTM are common horizontal position representations.

The horizontal position has two

singularities
, and thus three parameters are required for the horizontal position to avoid this.

Latitude and longitude

The most common horizontal position representation is latitude and longitude. The parameters are intuitive and well known, and are thus suited for communicating a position to humans, e.g. using a position plot.

However, latitude and longitude should be used with care in mathematical expressions (including calculations in computer programs). The main reason is the

singularities at the Poles
, which makes longitude undefined at these points. Also near the poles the latitude/longitude grid is highly non-linear, and several errors may occur in calculations that are sufficiently accurate on other locations. [1]

Another problematic area is the

F-22 Raptor fighter aircraft while crossing this meridian.[2]

n-vector

Earth centered earth fixed coordinate system. It behaves the same at all Earth positions, and it holds the mathematical one-to-one property. The vector formulation makes it possible to use standard 3D vector algebra
, and thus n-vector is well-suited for mathematical calculations, e.g. adding, subtracting, interpolating and averaging positions.

Using three parameters, n-vector is inconvenient for communicating a position directly to humans and before showing a position plot, a conversion to latitude/longitude might be needed.

Local flat Earth assumption

When carrying out several calculations within a limited area, a

East-North-Up, and thus this system can be viewed as a linearization of the meridians and parallels
.

For small areas a local coordinate system can be convenient for relative positioning, but with increasing (horizontal) distances, errors will increase and repositioning of the

tangent point may be required. The alignment along the north and east directions is not possible at the Poles
, and near the Poles these directions might have significant errors (here the linearization is valid only in a very small area).

Grid reference system

Instead of one local Cartesian grid, that needs to be repositioned as the position of interest moves, a fixed set of

map projections
covering the Earth can be defined.

UTM

Polar regions
).

UTM is widely used, and the coordinates approximately corresponds to meters north and east. However, as a set of map-projections it has inherent

distortions
, and thus most calculations based on UTM will not be exact. The crossing of zones gives additional complexity.

Comparison

When deciding which parameters to use for representing position in a specific application, there are several properties that should be considered. The following table gives a summary of what to consider.

Comparison of horizontal position representations
Representation Pros Cons
Latitude and longitude
  • Widely used
  • Parameters are easy to recognize by humans (well-suited for plotting)
n-vector
  • Nonsingular
  • Efficient in equations/calculations since standard 3D vector algebra can be used
  • All Earth positions are treated equally
  • Inconvenient for communicating a position to humans
  • Uses three parameters
Local Cartesian coordinate system
  • Cartesian vectors in meters along the directions of north, east and down are obtained
  • Can only be used for relative positioning (the tangent point must be represented by some other quantity)
  • Errors increase with increasing horizontal distance from the tangent point (which may require repositioning of the tangent point)
  • North and east directions are undefined at the Poles, and near the Poles these directions may change significantly within the area of interest
UTM
  • Widely used
  • Approximate north and east directions
  • One unit corresponds approximately to one meter
  • Inherent distortion (due to the map projection) gives only approximate answers for most calculations
  • Calculations get complex when crossing the zones
  • The
    Polar Regions
    are not covered

See also

References