Surveying Instruments

Surveying instruments

Surveying is the apportionment of land by measuring and mapping. It is employed to determine boundaries and property lines, and to plan construction projects. Surveying instruments are designed to precise (repeatable) and accurate apportionment measurements.

Throughout history, civilizations with high levels of sophistication in construction methods required surveys to ensure that work came out according to plan. Formal surveying on a large scale is thought to have originated in ancient Egypt as early as 2700 b.c., with the construction of the Great Pyramid of Khufu at Giza, though the first recorded evidence of boundary surveying dates from 1400 b.c. in the Nile River valley.

The Roman Empire relied heavily on surveying. In order to forge an empire that stretched from the Scottish border to the Persian Gulf, a large system of roads, bridges, aqueducts, and canals was built, binding the country economically and militarily. Surveying was a major part of Roman public works projects. It also was used to divide the land among the citizens. Roman land surveying was referred to as centuriation, which was a common rectangular unit of land area . These land parcels can still be seen in aerial photographs taken over France and other parts of Europe—the work of the Roman agrimensores, or measurers of land. The property lines were usually marked by stone walls and boundary markers.

Consistent with the rise of trigonometry and calculus, new surveying instruments emerged. The theodolite was invented in the sixteenth century. Its precise origin is unclear, but one version was invented by English mathematician Leonard Digges in 1571, who gave it its name. An improved theodolite was invented by Jesse Ramsden more than 200 years later in 1787. Its use led to the establishment of the British Ordnance Survey.

Made up of a telescope mounted on a compass or of a quadrant plus a circle and a compass, the theodolite is used to measure horizontal and vertical angles. The modern theodolite is usually equipped with a micrometer, which gives magnified readings up to 1/3600°, or one second of arc. The micrometer is derived from the vernier scale, which was invented by French engineer and soldier Pierre Vernier (1584-1638) in 1631 to measure in fractions.

The transit is a theodolite capable of measuring horizontal and vertical angles, as well as prolonging a straight line or determining a level sight line. A telescope atop a tripod assembly is clamped in position to measure either horizontal or vertical angles. The transit employs a plumb bob hanging from the center of the tripod to mark the exact location of the surveyor.

The practice of triangulation was introduced by Gemma Frisius in 1533. By measuring the distance of two sides of a triangle in a ground survey, the third side and the triangle's area can be calculated. Triangulation was aided by the inventions of the prismatic astrolabe and the heliotrope. The latter was invented by German mathematician Johann Gauss (1777-1855), who is considered the father of geodesy, the science of Earth measurement. Both instruments used a beam of sunlight to signal the positions of distant participants in a land survey.

Other survey instruments include the surveyor's compass, which is used for less precise surveying. The surveyor's level is used to measure heights of points above sea level or above local base points. Metal tapes, first introduced by English mathematician Edmund Gunter in 1620, are used for shorter measurements.

In the late twentieth century, surveying has been aided greatly by remote sensing : Photogrammetry employs aerial photography to survey large areas for topographic mapping and land assessment purposes, satellite imagery has increased the aerial coverage of surveys, and laser technology has increased the precision of survey sightings.

See also Cartography; Geologic map; Petroleum detection; Topography and topographic maps