alidade
A type of sighting device used for measuring angles.
50 entries in this trade.
A type of sighting device used for measuring angles.
A measurement of a previously shot point, used to set the angle to zero when occupying a new position.
A GPS receiver at known fixed location, used to derive correction information for nearby portable GPS receivers.
A bracket used to mount land surveying equipment onto a stone or a wall.
To occupy a point, then enter the wrong point for the backsight, or forget to enter the backsight.
A series of interconnected links of known length, used as a measuring device.
An imaginary line used to measure distance, often corresponding to the centre of a straight road.
The technique of surveying by measuring distances with a chain.
An instrument used to measure horizontal angles, consisting of a brass circle and an index, all of one piece.
An instrument for laying of offsets perpendicular to the main course.
A linear cleared area through undeveloped land.
A point, line, plane, or surface with reference to which positions (such as elevations) are measured or indicated. (Examples include a permanent benchmark in leveling or mean sea level in a topographical survey).
The curvature of a circular arc, expressed as the angle subtended by a fixed length of arc or chord.
The angle subtended at the center of a circular arc.
The difference in easting between the two ends of a line or curve.
A level having a short telescope, usually an inverting one, rigidly fixed to a table capable only of rotatory movement in a horizontal plane.
A type of roller chain measuring one hundred feet and consisting of one hundred links.
A marker, similar to a benchmark, placed to honor a surveyor after his death.
A bearing taken forwards towards a new object.
Initialism of ground control point.
An instrument measuring the distance between two points by means of a laser.
A small piece of land left unincorporated due to competing surveys or a surveying error.
A point with known coordinates.
A stake with a nail in it, used to mark a temporary point.
A single straight rod or staff, pointed and iron-shod at the bottom, for penetrating the ground, and having a socket joint at the top, used, instead of a tripod, for supporting a compass.
A total station or its predecessor, a theodolite.
A graduated rod used by surveyors to measure differences in level.
The process of measuring levels to establish heights and altitudes.
A graduated pole used in the process of establishing heights and altitudes.
The length of one joint of Gunter's chain, being the hundredth part of it, or 7.92 inches, the chain being 66 feet in length.
A description of a piece of land consisting of both measurements (metes) of the land and owners of land which is adjacent to (bounds) it.
The discrepancy between the starting point the endpoint of the shape reconstructed from the measured dimensions and bearings of a boundary.
The situation where the last in a series of linked traverse lines fails to join up exactly with the first.
A natural or artificial object used as a reference point.
A man employed to dig pits and erect mounds as reference markers for surveys.
A short distance measured at right angles from a line actually run to some point in an irregular boundary, or to some object.
A machine for use in making topographical maps, operated by being pushed across country, and recording distances and elevations.
A place where several surveyors have set markers, all purporting to mark the same property corner.
A thick-shanked nail with an indentation in the middle of its head, driven into the ground to mark a position precisely.
To mark intermediate points between two survey stations.
A method of determining a position by using a map and compass bearings for two additional points.
A reading or measurement from a survey station to locate a point that is off the traverse or that is not intended to be used as a base for the extension of the survey. It is usually made to determine the position of some object that is to be shown on a map.
A level staff or graduated rod used by surveyors to measure differences in level, or to measure horizontal distances by sighting the stadia hairs (graduations) through a telescope.
In a theodolite, etc., one of the horizontal crosshairs equidistant from the central horizontal crosshair.
A graduated rod used to measure the distance of the place where it stands from an instrument having a telescope, by observing the number of the graduations of the rod that are seen between certain parallel wires (stadia wires) in the field of view of the telescope.
A bearing and distance between a lot corner or point and a benchmark or iron off site.
A table by means of which the difference of latitude and departure corresponding to any given course and distance may be found by inspection. It contains the lengths of the two sides of a right-angled triangle, usually for every quarter of a degree of angle, and for lengths of the hypotenuse, from 1 to 100.
A technique in which distances and directions are estimated from an accurately measured baseline and the principles of trigonometry; (countable) an instance of the use of this technique.
A measure of how far the direction of the local gravity field has been shifted at a certain point on the Earth by local anomalies such as nearby mountains.
An optimal network design within a computer. It involves choosing an optimal reference system and revolving it around a certain real number.