Geopositioning, also known as geotracking, geolocalization, geolocating, geolocation, or geoposition fixing is the process of determining or estimating the geographic position of an object.
Geopositioning yields a set of geographic coordinates (such as latitude and longitude) in a given map datum; positions may also be expressed as a bearing and range from a known landmark. In turn, positions can determine a meaningful location, such as a street address.
Specific instances include: animal geotracking, the process of inferring the location of animals; positioning systems, the mechanisms for the determination of geographic positions in general; internet geolocation, geolocating a device connected to the internet; and mobile phone tracking.
The calculation requires measurements or observations of distances or angles to reference points whose positions are known. In 2D surveys observations of three reference points are enough to compute a position in a two dimensional plane. In practice observations are subject to errors resulting from various physical and atmospheric factors that influence the measurement of distances and angles.
A practical example of obtaining a position fix would be for a ship to take bearing measurements on three lighthouses positioned along the coast. These measurements could be made visually using a hand bearing compass, or in poor visibility electronically using radar or radio direction finding. Since all physical observations are subject to errors the resulting position fix is also subject to error. Although in theory two lines of position (LOP) are enough to define a point, in practice 'crossing' more LOPs provides greater accuracy and confidence, especially if the lines cross at a good angle to each other. Three LOPs are considered the minimum for a practical navigational fix. The three LOPs when drawn on the chart will in general form a triangle, known as a 'cocked hat'. The navigator will have more confidence in a position fix that is formed by a small cocked hat with angles close to those of an equilateral triangle. The area of doubt surrounding a position fix is called an error ellipse. To minimize the error, electronic navigation systems generally use more than three reference points to compute a position fix to increase the data redundancy. As more redundant reference points are added the position fix becomes more accurate and the area of the resulting error ellipse decreases.
The process of combining multiple observations to compute a position fix is equivalent to solving a system of linear equations. Navigation systems use regression algorithms such as least squares in order to compute a position fix in 3D space. This is most commonly done by combining distance measurements to 4 or more GPS satellites, which orbit the earth along known paths.
The result of position fixing is called a position fix (PF), or simply a fix, a position derived from measuring in relation to external reference points. In nautical navigation, the term is generally used with manual or visual techniques such as the use of intersecting visual or radio position lines rather than the use of more automated and accurate electronic methods such as GPS; in aviation, use of electronic navigation aids is more common. A visual fix can be made by using any sighting device with a bearing indicator. Two or more objects of known position are sighted, and the bearings recorded. Bearing lines are then plotted on a chart through the locations of the sighted items. The intersection of these lines is the current position of the vessel. Usually, a fix is where two or more position lines intersect at any given time. If three position lines can be obtained, the resulting "cocked hat", where the three lines do not intersect at the same point, but create a triangle, gives the navigator an indication of the accuracy. The most accurate fixes occur when the position lines are at right angles to each other. Fixes are a necessary part of navigation by dead reckoning because dead reckoning relies on estimates of speed and course. The fix confirms the actual position during a journey. The fix itself can introduce inaccuracies if the reference point is not correctly identified or is inaccurately measured.
- "geopositioning". ISO/TC 211 Geolexica. 2020-06-02. Retrieved 2020-08-31.
- Keating, J.B.; United States. Bureau of Land Management (1993). The Geo-Positioning Selection Guide for Resource Management. BLM technical note. Bureau of Land Management. p. 5. Retrieved 2020-08-31.
- Nait-Sidi-Moh, A.; Bakhouya, M.; Gaber, J.; Wack, M. (2013). Geopositioning and Mobility. ISTE. Wiley. p. 71. ISBN 978-1-118-74368-3. Retrieved 2020-08-31.
- Zamir, A.R.; Hakeem, A.; Van Gool, L.; Shah, M.; Szeliski, R. (2016). Large-Scale Visual Geo-Localization. Advances in Computer Vision and Pattern Recognition (in Romanian). Springer International Publishing. ISBN 978-3-319-25781-5. Retrieved 2020-08-31.
- Progri, I. (2011). Geolocation of RF Signals: Principles and Simulations. Springer New York. ISBN 978-1-4419-7952-0. Retrieved 2020-08-31.
- Gentile, C.; Alsindi, N.; Raulefs, R.; Teolis, C. (2012). Geolocation Techniques: Principles and Applications. Springer New York. ISBN 978-1-4614-1836-8. Retrieved 2020-08-31.
- Laurie Tetley; David Calcutt (7 June 2007). Electronic Navigation Systems. Routledge. pp. 9–. ISBN 978-1-136-40725-3.
- B. Hofmann-Wellenhof; K. Legat; M. Wieser (28 June 2011). Navigation: Principles of Positioning and Guidance. Springer Science & Business Media. ISBN 978-3-7091-6078-7.
- Zekavat, R.; Buehrer, R.M. (2019). Handbook of Position Location: Theory, Practice, and Advances. IEEE Series on Digital & Mobile Communication. Wiley. ISBN 978-1-119-43460-3. Retrieved 2021-02-19.
- Munoz, D.; Lara, F.B.; Vargas, C.; Enriquez-Caldera, R. (2009). Position Location Techniques and Applications. Elsevier Science. ISBN 978-0-08-092193-8. Retrieved 2021-02-19.