- Triangulation
In

trigonometry andgeometry ,**triangulation**is the process of determining the location of a point by measuring "angles" to it from known points at either end of a fixed baseline, rather than measuring distances to the point directly. The point can then be fixed as the third point of a triangle with one known side and two known angles.Triangulation can also refer to the accurate surveying of systems of very large triangles, called

**triangulation networks**. This followed from the work ofWillebrord Snell in 1615-17, who showed how a point could be located from the angles subtended from "three" known points, but measured at the new unknown point rather than the previously fixed points, a problem called resectioning. Surveying error is minimised if a mesh of triangles at the largest appropriate scale is established first, that points inside the triangles can all then be accurately located with reference to. Such triangulation methods dominated accurate large-scale land surveying until the rise ofGlobal navigation satellite system s in the 1980s.**Distance to a point by measuring two fixed angles**The

coordinate s and distance to a point can be found by calculating the length of one side of atriangle , given measurements of angles and sides of the triangle formed by that point and two other known reference points.The following formulas apply in flat or

Euclidean geometry . They become inaccurate if distances become appreciable compared to thecurvature of the Earth , but can be replaced with more complicated results derived usingspherical trigonometry .**Calculation**:$l\; =\; frac\{d\}\{\; an\; alpha\}\; +\; frac\{d\}\{\; an\; eta\}$

Therefore

:$d\; =\; l\; ,\; /\; ,\; (\; frac\{1\}\{\; an\; alpha\}\; +\; frac\{1\}\{\; an\; eta\})$

**Alternative calculation**Alternatively, the distance RC can be calculated by using the

law of sines to calculate the lengths of the sides of the triangle::$frac\{sinalpha\}\{BC\}=frac\{sineta\}\{AC\}=frac\{singamma\}\{AB\}$

The distance AB is known, so we can write the lengths of the other two sides as

:$AC=frac\{ABcdotsineta\}\{singamma\}\; qquad\; BC=frac\{ABcdotsinalpha\}\{singamma\}$

RC can now be calculated using either the sine of the angle α, or the sine of the angle β:

:$RC=AC\; cdot\; sinalpha\; qquad$ :$qquad\; RC=BC\; cdot\; sineta$

Either way, this gives the result

:$RC=frac\{AB\; cdot\; sinalpha\; cdot\; sineta\}\{singamma\}$

We know that γ = 180 − α − β, since the sum of the three angles in any triangle is known to be 180 degrees; and since sin("θ") = sin(180 - "θ"), we can therefore write sin(γ)=sin(α+β), to give the final formula

:$RC=frac\{AB\; cdot\; sinalpha\; cdot\; sineta\}\{sin(alpha\; +\; eta)\}$

This formula can be shown to be equivalent to the result from the previous calculation by using the

trigonometric identity sin(α + β) = sin α cos β + cos α sin β.**Other quantities**Given AC or BC, the

**full coordinates**of the unknown point can be calculated by using thesine andcosine of its bearing from the corresponding observation point to calculate its offsets on the north/south and east/west axes.The distance

**MC**from the midpoint of AB to the unknown point C can be calculated by finding MR and then using the Pythagorean theorem:$MR=AM-RB=left(frac\{AB\}\{2\}\; ight)-left(BC\; cdot\; coseta\; ight)$:$MC=sqrt\{MR^2+RC^2\}$

**History of Triangulation**Triangulation today is used for many purposes, including

surveying ,navigation ,metrology ,astrometry ,binocular vision ,model rocketry and gun direction ofweapon s.The use of triangles to estimate distances goes back to ancient times. In the 6th century BC the Greek philosopher

Thales is recorded as usingsimilar triangles to estimate the height of thepyramids by measuring the length of their shadows at the moment when his own shadow was equal to his height;citation|last=Diogenes Laërtius |contribution=Life of Thales|title=The Lives and Opinions of Eminent Philosophers|url=http://www.classicpersuasion.org/pw/diogenes/dlthales.htm|accessdate=2008-02-22 I, 27] and to have estimated the distances to ships at sea as seen from a clifftop, by measuring the horizontal distance traversed by the line-of-sight for a known fall, and scaling up to the height of the whole cliff. [] Such techniques would have been familiar to the ancient Egyptians. Problem 57 of theProclus , "In Euclidem"Rhind papyrus , a thousand years earlier, defines the "seqt" or "seked" as the ratio of the run to the rise of aslope , "i.e." the reciprocal of gradients as measured today. The slopes and angles were measured using a sighting rod that the Greeks called a "dioptra ", the forerunner of the Arabicalidade . A detailed contemporary collection of constructions for the determination of lengths from a distance using this instrument is known, the "Dioptra" ofHero of Alexandria (c. 10-70 AD), which survived in Arabic translation; but the knowledge became lost in Europe. In China,Pei Xiu (224–271) identified "measuring right angles and acute angles" as the fifth of his six principles for accurate map-making, necessary to accurately establish distances; [] whileJoseph Needham (1986). "Science and Civilization in China: Volume 3, Mathematics and the Sciences of the Heavens and the Earth". Taipei: Caves Books Ltd. pp. 539-540Liu Hui (c. 263) gives a version of the calculation above, for measuring perpendicular distances to inaccessible places. [] [Liu Hui , "The Sea Island Mathematical Manual "*Kurt Vogel (1983; 1997), [*]*http://books.google.co.uk/books?id=AG2XBCmxYcUC&pg=PA6&lpg=PA6&source=web&ots=dFLpU3z6ri&sig=Aa-wiZAq2PEBsgmrW_9Bn44TB08&hl=en&sa=X&oi=book_result&resnum=1&ct=result#PPA1,M1 A Surveying Problem Travels from China to Paris*] , in Yvonne Dold-Samplonius (ed.), "From China to Paris", Proceedings of a conference held July, 1997, Mathematisches Forschungsinstitut, Oberwolfach, Germany. ISBN 3515082239.In the field, triangulation methods were apparently not used by the Roman specialist land surveyors, the "agromensores"; but were introduced into medieval Spain through Arabic treatises on the

astrolabe , such as that by Ibn al-Saffar (d. 1035).Donald Routledge Hill (1984), "A History of Engineering in Classical and Medieval Times", London: Croom Helm & La Salle, Illinois: Open Court. ISBN 0-87548-422-0. pp.119-122]Abū Rayhān Bīrūnī (d. 1048) also introduced triangulation techniques to measure the size of the Earth and the distances between various places.MacTutor|id=Al-Biruni|title=Abu Arrayhan Muhammad ibn Ahmad al-Biruni] Simplified Roman techniques then seem to have co-existed with more sophisticated techniques used by professional surveyors. But it was rare for such methods to be translated into Latin (a manual on Geometry, the eleventh century "Geomatria incerti auctoris" is a rare exception), and such techniques appear to have percolated only slowly into the rest of Europe. Increased awareness and use of such techniques in Spain may be attested by the medievalJacob's staff , used specifically for measuring angles, which dates from about 1300; and the appearance of accurately surveyed coastlines in thePortolan charts , the earliest of which that survives is dated 1296.**Gemma Frisius and triangulation for mapmaking**On land, the Dutch cartographer

Gemma Frisius proposed using triangulation to accurately position far-away places for mapmaking in his 1533 pamphlet "Libellus de Locorum describendorum ratione" ("Booklet concerning a way of describing places") , which he bound in as an appendix in a new edition ofPeter Apian 's best-selling 1524 "Cosmographica". This became very influential, and the technique spread across Germany, Austria and the Netherlands. The astronomerTycho Brahe applied the method in Scandinavia, completing a detailed triangulation in 1579 of the island ofHven , where his observatory was based, with reference to key landmarks on both sides of theØresund , producing an estate plan of the island in 1584. [*Michael Jones (2004), " [*] In England Frisius's method was included in the growing number of books on surveying which appeared from the middle of the century onwards, including William Cunningham's "Cosmographical Glasse" (1559), Valentine Leigh's "Treatise of Measuring All Kinds of Lands" (1562), William Bourne's "Rules of Navigation" (1571),*http://books.google.co.uk/books?id=_tsvf51Z4ocC&pg=PA210&lpg=PA210&dq=portolan+triangulation&source=web&ots=ZrtTrVrU11&sig=iUMgeFF6fXDdfFStUWPLRyI5OOw&hl=en Tycho Brahe, Cartography and Landscape in 16th Century Scandinavia*] ", in Hannes Palang (ed), European Rural Landscapes: Persistence and Change in a Globalising Environment, p.210Thomas Digges 's "Geometrical Practise named Pantometria" (1571), andJohn Norden 's "Surveyor's Dialogue" (1607). It has been suggested thatChristopher Saxton may have used rough-and-ready triangulation to place features in his county maps of the 1570s; but others suppose that, having obtained rough bearings to features from key vantage points, he may have the estimated the distances to them simply by guesswork. [*Martin and Jean Norgate (2003), [*]*http://www.geog.port.ac.uk/webmap/hantsmap/hantsmap/saxton1/sax1svy1.htm Saxton's Hampshire: Surveying*] , University of Portsmouth**Willebrord Snell and modern triangulation networks**The modern systematic use of triangulation networks stems from the work of the Dutch mathematician

Willebrord Snell , who in 1615 surveyed the distance fromAlkmaar toBergen-op-Zoom , approximately 70 miles (110 kilometres), using a chain of quadrangles containing 33 triangles in all. The two towns were separated by one degree on the meridian, so from his measurement he was able to calculate a value for the circumference of the earth - a feat celebrated in the title of his book "Eratosthenes Batavus" ("The DutchEratosthenes "), published in 1617. Snell calculated how the planar formulae could be corrected to allow for the curvature of the earth. He also showed how to resection, or calculate, the position of a point inside a triangle using the angles cast between the vertices at the unknown point. These could be measured much more accurately than bearings of the vertices, which depended on a compass. This established the key idea of surveying a large-scale primary network of control points first, and then locating secondary subsidiary points later, within that primary network.Snell's methods were taken up by

Jean Picard who in 1669-70 surveyed one degree of latitude along theParis Meridian using a chain of thirteen triangles stretching north fromParis to the clocktower ofSourdon , nearAmiens . Thanks to improvements in instruments and accuracy, Picard's is rated as the first reasonably accurate measurement of the radius of the earth. Over the next century this work was extended most notably by the Cassini family: between 1683 and 1718Jean-Dominique Cassini and his sonJacques Cassini surveyed the whole of the Paris meridian fromDunkirk toPerpignan ; and between 1733 and 1740 Jacques and his sonCésar Cassini undertook the first triangulation of the whole country, including a re-surveying of the meridian, leading to the publication in 1745 of the first map of France constructed on rigorous principles.Triangulation methods were by now well established for local mapmaking, but it was only towards the end of the 18th century that other countries began to establish detailed triangulation network surveys to map whole countries. The

Principal Triangulation of Great Britain was begun by theOrdnance Survey in 1783, though not completed until 1853; and theGreat Trigonometric Survey of India, which ultimately named and mappedMount Everest and the other Himalayan peaks, was begun in 1801. For the Napoleonic French state, the French triangulation was extended byJean Joseph Tranchot into the GermanRhineland from 1801, subsequently completed after 1815 by the Prussian generalKarl von Müffling . Meanwhile, the famous mathematicianCarl Friedrich Gauss was entrusted from 1821 to 1825 with the triangulation of thekingdom of Hannover , for which he developed themethod of least squares to find the best fit solution for problems of large systems ofsimultaneous equation s given more real-world measurements than unknowns.Today, large-scale triangulation networks for positioning have largely been superseded by the

Global navigation satellite system s established since the 1980s. But many of the control points for the earlier surveys still survive as valued historical features in the landscape, such as the concrete triangulation pillars set up forretriangulation of Great Britain (1936-1962), or the triangulation points set up for theStruve Geodetic Arc (1816-1855), now scheduled as a UNESCOWorld Heritage Site .**ee also***

GSM localization

*Multilateration , where a point is calculated using the time-difference-of-arrival between other known points

*Parallax

*Real-time locating

*Resection

*SOCET SET

*Stereopsis

*Trig point

*Trilateration , where a point is calculated given its distances from other known points**Further reading*** Bagrow, L. (1964) "History of Cartography"; revised and enlarged by R.A. Skelton. Harvard University Press.

* Crone, G.R. (1978 [1953] ) "Maps and their Makers: An Introduction to the History of Cartography" (5th ed).

* Tooley, R.V. & Bricker, C. (1969) "A History of Cartography: 2500 Years of Maps and Mapmakers"

* Keay, J. (2000) "The Great Arc: The Dramatic Tale of How India Was Mapped and Everest Was Named". London: Harper Collins. ISBN 0-00-257062-9.**References**

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**triangulation**— [ trijɑ̃gylasjɔ̃ ] n. f. • 1818; bas lat. triangulatio ♦ Opération géodésique consistant à diviser un terrain en triangles (canevas) dont on opère successivement la résolution, à partir d un côté directement mesuré (base) en utilisant le… … Encyclopédie Universelle**Triangulation**— Triangulation, teils auch Triangulierung („dreieckig machen“, von lat. Triangulum, „Dreieck“) ist in der Geodäsie ein Verfahren zur Erstellung eines Dreiecksnetzes, siehe Triangulation (Geodäsie) in der optischen Messtechnik bezeichnet… … Deutsch Wikipedia**Triangulation**— Tri*an gu*la tion, n. [Cf. F. triangulation.] (Surv.) The series or network of triangles into which the face of a country, or any portion of it, is divided in a trigonometrical survey; the operation of measuring the elements necessary to… … The Collaborative International Dictionary of English**Triangulation [1]**— Triangulation (trigonometrische Netzlegung, Dreiecksmessung), Inbegriff aller Arbeiten, die bei umfangreichen Vermessungen, insbes. bei Gradmessungen, Landes und Katastervermessungen, die erforderlichen Unterlagen dadurch liefern, daß die Lage… … Meyers Großes Konversations-Lexikon**Triangulation**— Triangulation. Zur Aufnahme großer Gebiete, als Unterlage für technische Messungen und zur Verbindung von Einzelmessungen führt man zusammenhängende Dreiecksmessungen aus. Man gibt den Dreieckspunkten eine dauernde Vermarkung, mißt eine… … Enzyklopädie des Eisenbahnwesens**Triangulation [2]**— Triangulation, in der Gärtnerei die Veredelung mit dem Geißfuß … Meyers Großes Konversations-Lexikon**Triangulation**— (neulat.), Dreiecksaufnahme, Netzlegung, in der Geodäsie die Aufnahmemethode, bei welcher die zu vermessende Fläche in Dreiecke geteilt wird; triangulieren, eine T. vornehmen; auch eine Art des Pfropfens (s.d.) … Kleines Konversations-Lexikon**triangulation**— 1818, from M.L. triangulationem (mid 12c., nom. triangulatio), noun of action from L. *triangulare, from triangulum (see TRIANGLE (Cf. triangle)) … Etymology dictionary**triangulation**— [trī aŋ΄gyə lā′shən] n. [ML triangulatio] 1. Surveying Navigation the process of determining the distance between points on the earth s surface, or the relative positions of points, by dividing up a large area into a series of connected triangles … English World dictionary**Triangulation**— En géométrie et trigonométrie, la triangulation est une technique permettant de déterminer la position d un point en mesurant les angles entre ce point et d autres points de référence dont la position est connue, et ceci plutôt que de mesurer… … Wikipédia en Français