Principal Triangulation of Great Britain

Last updated
The principal triangulation mesh over Britain. Clarke principal triangulation of Britain 1860.jpg
The principal triangulation mesh over Britain.

The Principal Triangulation of Britain was the first high-precision triangulation survey of the whole of Great Britain and Ireland, carried out between 1791 and 1853 under the auspices of the Board of Ordnance. The aim of the survey was to establish precise geographical coordinates of almost 300 significant landmarks which could be used as the fixed points of local topographic surveys from which maps could be drawn. In addition there was a purely scientific aim in providing precise data for geodetic calculations such as the determination of the length of meridian arcs and the figure of the Earth. Such a survey had been proposed by William Roy (1726–1790) on his completion of the Anglo-French Survey but it was only after his death that the Board of Ordnance initiated the trigonometric survey, motivated by military considerations in a time of a threatened French invasion. Most of the work was carried out under the direction of Isaac Dalby, William Mudge and Thomas Frederick Colby, but the final synthesis and report (1858) was the work of Alexander Ross Clarke. The survey stood the test of time for a century, until the Retriangulation of Great Britain between 1935 and 1962.

Contents

History

The first Ramsden theodolite as used by Roy. (Destroyed by bomb damage in 1941.) RamsdenRS theodolite of 1787.jpg
The first Ramsden theodolite as used by Roy. (Destroyed by bomb damage in 1941.)

In the aftermath of the Jacobite rising of 1745 it was recognised that there was a need for an accurate map of the Scottish Highlands and the necessary survey was initiated in 1747 by Lieutenant-Colonel David Watson, a Deputy Quartermaster-General of the Board of Ordnance. Watson employed William Roy as a civilian assistant to carry out the bulk of the work. Subsequently, Roy, having enlisted in the army and having become a very competent surveyor, proposed (1763) a national survey which would be a plan for defence at a time when French invasions were threatened. The proposal was rejected on grounds of expense. [1]

Roy continued to lobby for a survey and his ambitions were realised to a certain extent by an unexpected development. In 1783 the French Academy of Sciences claimed that the latitude and longitude differences between the Royal Observatory, Greenwich and the Paris Observatory were incorrect, and it was proposed (to the Royal Society) that the differences could be reconciled by high precision triangulation over the intervening terrain. [2] The Royal Society agreed and, jointly with the Board of Ordnance, they invited Roy to oversee the project. (Main article; Anglo-French Survey (1784–1790).)

Roy's first task (1784) was to measure a base line between Hampton Poor House ( 51°25′35″N0°21′57″W / 51.4265°N 0.3657°W / 51.4265; -0.3657 ) and King's Arbour ( 51°28′47″N0°27′01″W / 51.4798°N 0.4503°W / 51.4798; -0.4503 ) on Hounslow Heath, a distance of just over 5 miles (8 km). [3] This was a painstaking process: three rods of about 20 ft. were supported on trestles and the ends aligned to an accuracy of a thousandth part of an inch. The first rod was then carried to the end of the third, an operation to be repeated 1,370 times. The final measurement gave the length of the base as 27,404.01 ft. (8,352 metres).

The second Ramsden theodolite as purchased by the Board of Ordnance. Now in the Science Museum, London 3foottheodoliteramsden.jpg
The second Ramsden theodolite as purchased by the Board of Ordnance. Now in the Science Museum, London

For the subsequent triangulation [4] Roy ordered a new theodolite from leading instrument-maker Jesse Ramsden. This Ramsden theodolite, delivered in 1787, for the first time divided angular scales accurately to within a second of arc. [5] [6] The theodolite was the largest ever constructed but, despite its massive size, it was carried from London to the Channel coast and employed on hills, steeples and a moveable tower. At each location the angles to other vertices of the triangulation mesh were measured many times, often at night time using newly devised lights. Finally the angle data was used to calculate the sides of the triangles by using spherical trigonometry. [7]

The final results were inconclusive, for triangulation was inferior to the precision of astronomical measurements, but the survey paved the way for all future work in terms of high precision measurements of length and angle, together with the techniques of calculating on an ellipsoidal surface. In his final report, published posthumously, Roy once again pressed for the extension of the survey to the rest of Britain. His successors would oblige. As Master of the Board of Ordnance (from 1782), Charles Lennox, 3rd Duke of Richmond, viewed Roy's work with great interest, At the same time he was acutely aware that Britain, lacking a national survey, was falling behind the standards of many other European countries. Moreover, the renewed threat of French invasion made him alarmed at the lack of accurate maps, particularly of the southern counties. The catalyst for action was the sudden availability of a new improved Ramsden theodolite [8] which had been intended for the East India Company. The purchase of this instrument on 21 June 1791 by the Board is taken as the inauguration of the Ordnance Survey. [9] The very next day Richmond appointed Isaac Dalby as its first employee, with a brief to extend Roy's survey. [10] In the following month Richmond appointed William Mudge and Edward Williams, the latter as the first superintendent of the survey.

Re-measurement of the Hounslow baseline

General Roy's baseline: map as about 1935 General Roys Baseline.jpg
General Roy's baseline: map as about 1935

For the 1784 measurement of the original base-line across Hounslow Heath, Roy had ordered three deal rods cut from a new mast in the Admiralty dock yards. These were intended to be used for the precision measurement but Roy also ordered a 100 ft steel chain from Ramsden which could be used for a quick preliminary measurement. [11] The deal rods proved ineffective because of their changes with humidity and they were replaced with glass rods for the final measurement; however Roy observed that the chain itself was just as accurate as the rods. For this reason the 1791 survey started by remeasuring the base with two new 100 ft chains, the second to be kept unused as a reference against which any stretching of the first would be detected.

South East end of the Baseline Cannon in Roy Grove Hampton.jpg
South East end of the Baseline

The process of measurement was exceedingly precise. [12] Since the ground was undulating along the length of the base, the measurement was carried out over 26 stages with varying slopes, the chains for any one stage being constrained to a perfectly straight line by many intermediate supports. These hypotenuse measurements were then projected to the horizontal. Furthermore, the temperature varied from day to day and each measurement was corrected to the length that a chain would take at 62 °F. Finally, the length of the base was reduced to its projection at sea level using the height of the south base above the Thames and the fall in the Thames down to its estuary. The final result was approximately 3 inches less than that of Roy and the mean value of 27,404.2 ft. was taken of the baseline. The difference of the two values meant that the accuracy of the measurement could be claimed to be 1 inch in 27,404 ft, which is 3 parts per million.

Corrections

The south-west end of the "Salisbury Base" was marked with a cannon, mounted vertically in the ground. On Ordnance Survey published maps it is shown as "Gun, end of base" Cannon used as the start of the first OS baseline - geograph.org.uk - 1284869.jpg
The south-west end of the "Salisbury Base" was marked with a cannon, mounted vertically in the ground. On Ordnance Survey published maps it is shown as "Gun, end of base"

As the survey proceeded westwards, Mudge decided to check its accuracy by measuring a new baseline between two points established by the triangulation. He chose Salisbury Plain, measuring between a point near Old Sarum Castle ( 51°05′44″N1°47′54″W / 51.0955°N 1.7984°W / 51.0955; -1.7984 ) and Beacon Hill, near Bulford ( 51°11′01″N1°43′20″W / 51.1835°N 1.7221°W / 51.1835; -1.7221 ), in June 1794. The difference between the distance calculated by triangulation and that established by measurement was less than one inch (over a length of more than seven miles). [14] The result verified not only the accuracy of the triangulation, but also the measurement of the original baseline on Hounslow Heath. [15] After remeasurement in 1849 the "Salisbury Base" (rather than the original base on Hounslow Heath) provided the baseline for subsequent triangulation. [16]

During subsequent triangulation, errors due to atmospheric refraction, deflection of plumb-bobs, temperature, and the spherical nature of the earth (meaning there were more than 180 degrees in a triangle) were all allowed for.

See also

Related Research Articles

<span class="mw-page-title-main">Surveying</span> Science of determining the positions of points and the distances and angles between them

Surveying or land surveying is the technique, profession, art, and science of determining the terrestrial two-dimensional or three-dimensional positions of points and the distances and angles between them. A land surveying professional is called a land surveyor. These points are usually on the surface of the Earth, and they are often used to establish maps and boundaries for ownership, locations, such as the designed positions of structural components for construction or the surface location of subsurface features, or other purposes required by government or civil law, such as property sales.

<span class="mw-page-title-main">Theodolite</span> Optical surveying instrument

A theodolite is a precision optical instrument for measuring angles between designated visible points in the horizontal and vertical planes. The traditional use has been for land surveying, but it is also used extensively for building and infrastructure construction, and some specialized applications such as meteorology and rocket launching.

The year 1787 in science and technology involved some significant events.

The year 1784 in science and technology involved some significant events.

<span class="mw-page-title-main">Dominique, comte de Cassini</span> French astronomer

Jean-Dominique, comte de Cassini was a French astronomer, son of César-François Cassini de Thury and great-grandson of Giovanni Domenico Cassini.

Major-General William Roy was a Scottish military engineer, surveyor, and antiquarian. He was an innovator who applied new scientific discoveries and newly emerging technologies to the accurate geodetic mapping of Great Britain. His masterpiece is usually referred to as Roy's Map of Scotland.

<span class="mw-page-title-main">Jesse Ramsden</span> 18th-century British mathematician and scientific instrument maker

Jesse Ramsden FRS FRSE was a British mathematician, astronomical and scientific instrument maker. His reputation was built on the engraving and design of dividing engines which allowed high accuracy measurements of angles and lengths in instruments. He produced instruments for astronomy that were especially well known for maritime use where they were needed for the measurement of latitudes and for his surveying instruments which were widely used for cartography and land survey both across the British Empire and outside. An achromatic eyepiece that he invented for telescopes and microscopes continues to be known as the Ramsden eyepiece.

<span class="mw-page-title-main">Triangulation station</span> Fixed surveying station used in geodetic surveying


A triangulation station, also known as a trigonometrical point, and sometimes informally as a trig, is a fixed surveying station, used in geodetic surveying and other surveying projects in its vicinity. The nomenclature varies regionally: they are generally known as trigonometrical stations or triangulation stations in North America, trig points in the United Kingdom, trig pillars in Ireland, trig stations or trig points in Australia and New Zealand, and trig beacons in South Africa.

<span class="mw-page-title-main">Ramsden surveying instruments</span>

The Ramsden surveying instruments are those constructed by Jesse Ramsden and used in high precision geodetic surveys carried out in the period 1784 to 1853. This includes the five great theodolites—great in name, great in size and great in accuracy—used in surveys of Britain and other parts of the world. Ramsden also provided the equipment used in the measurement of the many base lines of these surveys and also the zenith telescope used in latitude determinations.

<span class="mw-page-title-main">William Lambton</span> British geographer

Lieutenant-Colonel William Lambton was a British soldier, surveyor, and geographer who began a triangulation survey in 1800-1802 that was later called the Great Trigonometrical Survey of India. His initial survey was to measure the length of a degree of an arc of the meridian so as to establish the shape of the Earth and support a larger scale trigonometrical survey across the width of the peninsula of India between Madras and Mangalore. After triangulating across the peninsula, he continued surveys northwards for more than twenty years. He died during the course of the surveys in central India and is buried at Hinganghat in Wardha district of Maharashtra. He was succeeded by his assistant George Everest.

<span class="mw-page-title-main">Great Trigonometrical Survey</span> 19th-century survey to measure the Indian subcontinent

The Great Trigonometrical Survey of India was a project that aimed to survey the entire Indian subcontinent with scientific precision. It was begun in 1802 by the British infantry officer William Lambton, under the auspices of the East India Company. Under the leadership of his successor, George Everest, the project was made the responsibility of the Survey of India. Everest was succeeded by Andrew Scott Waugh, and after 1861, the project was led by James Walker, who oversaw its completion in 1871.

<span class="mw-page-title-main">Thomas Frederick Colby</span> British general and cartographer (1784–1852)

Thomas Frederick Colby FRS FRSE FGS FRGS, was a British major-general and director of the Ordnance Survey (OS). A Fellow of the Royal Astronomical Society and Royal Society, Colby was one of the leading geographers of his time.

<span class="mw-page-title-main">Alexander Ross Clarke</span> British geodesist (1828–1914)

Col Alexander Ross Clarke FRS FRSE (1828–1914) was a British geodesist, primarily remembered for his calculation of the Principal Triangulation of Britain (1858), the calculation of the Figure of the Earth and one of the most important text books of Geodesy (1880). He was an officer of the Royal Engineers employed on the Ordnance Survey.

<span class="mw-page-title-main">Schiehallion experiment</span> 1774 attempt to measure the Earths average density

<span class="mw-page-title-main">William Mudge</span> English artillery officer and surveyor (1762–1820)

William Mudge (1762–1820) was an English artillery officer and surveyor, born in Plymouth, an important figure in the work of the Ordnance Survey.

<span class="mw-page-title-main">Dunnose, Isle of Wight</span> Human settlement in England

Dunnose is a cape on the Isle of Wight in the English Channel. The headland is visible from well out to sea, and is used in navigation. It has twice been used as the base point for a triangulation of Great Britain. The line of accurately surveyed points running north from Dunnose to Clifton in Yorkshire provide the basis for triangulation to determine the positions of all other locations in Britain.

The Anglo-French Survey (1784–1790) was the geodetic survey to measure the relative position of the Royal Greenwich Observatory and the Paris Observatory via triangulation. The English operations, executed by William Roy, consisted of the measurements of bases at Hounslow Heath (1784) and Romney Marsh (1787), the measurements of the angles of the triangles (1787–1788) and finally the calculation of all the triangles (1788–1790). The survey is very significant as the first precise survey within Britain, and the forerunner of the work of the Ordnance Survey which was founded in 1791, one year after Roy's death.

Events from the year 1755 in Scotland.

<span class="mw-page-title-main">Isaac Dalby</span> English mathematician, surveyor and teacher (1744–1824)

Isaac Dalby was an English mathematician, surveyor and teacher. He was involved in the Principal Triangulation of Great Britain, the first high-precision trigonometric survey of Great Britain.

James Gardner was an English surveyor, lithographer, cartographer, engraver and publisher who played an active role in the trigonometrical survey of Great Britain. His career spanned the years 1808 to 1840.

References

  1. The early history of the Ordnance Survey is covered in Owen & Pilbeam (1992) pp 3–14(true), 12–24(pdf), and Seymour (1980) pp. 1–20 (true), 15–35(pdf).
  2. Knowles 2003.
  3. A full account of the measurement of the Hounslow Heath baseline is given in Roy (1785). The appendix includes detailed maps and figures.
  4. The strategy of the triangulation is outlined in Roy (1787). The appendix includes detailed maps and figures.
  5. A full description of the first Ramsden theodolite is given in Roy (1790). The appendix includes detailed figures.
  6. The theodolite constructed for Roy by Ramsden is called the Royal Society theodolite. See Insley 2008 The Great Theodolites
  7. Roy's final report, which was put through the press by Isaac Dalby, is Roy (1790).
  8. The Ramsden theodolite purchase by Richmond is referred to as The Board of Ordnance theodolite. See Insley 2008 The Great Theodolites
  9. An official OS blog celebrating 225 years of British mapping.
  10. Dalby was a civilian mathematician who had assisted Roy from 1787. See Owen & Pilbeam (1992) p11(true), 21(pdf), and Seymour (1980) p22(true),36(pdf).
  11. Roy (1785) Section I
  12. Mudge, Dalby & Williams (1794).
  13. Salisbury 208 (Map). "One Inch". Ordnance Survey. 1898.
  14. Hutton, Charles (1798). A course of mathematics. Vol. II. London: G.G. & J. Robinson. p. 69. OCLC   1079204556.
  15. Hewitt (2010) p.141
  16. Knight, Charles, ed. (1861). Cyclopædia of Arts and Sciences . Vol. IV. London: Bradbury and Evans. p. 346. OCLC   14175638.

Bibliography