user who is either a member of the teaching staff or an enrolled student at a recognized academic institution (typically a university)
closeness between the value measured and the true value
from a data set or data source with which a connection has been established, adding to any existing data
highest point of a feature
organize based on their properties into categories defined by the user
data that is stored and can be accessed remotely, as opposed to locally stored data
process input data to produce an intended output
collection of control points across a region
physically marked point with known, authenticated coordinates; used both as a source of data for further surveying and as a fixed point for detecting any changes (e.g. due to tectonic movements or the introduction of new technology) that need to be applied to an existing survey
satellite orbiting the Earth whose coordinates at a given point in time can be calculated and transmitted as an aid for determining the position of points on Earth
operation (using a formula) to transform coordinates compliant with one coordinate system into coordinates compliant with another
one of the values in a set of coordinates referring to one dimension of a coordinate system; it may be expressed as an angle or distance depending on the coordinate system
multiple sets of coordinates referring to multiple points
a means of referring to the position of a point based on a mathematical relationship with the Earth's shape, using sets of coordinates respecting a specific format, and specifying a point, axis or plane where these coordinates have a value of zero
a collection of properties and values
data that is packaged as a file (or group of files) and can be handled as such
that can provide data in a continual flow (such as a receiver) or as a packaged data set
only valid at a particular epoch due to tectonic shift
seek to establish with certainty
one component value of a gravitational or magnetic field at a particular point, as represented by a gravitational field model or magnetic field model
with a linear value
coordinate that expresses (as a distance) the position of a point eastwards of a reference axis in a plane coordinate system; north-south grid lines have the same easting
geometric model of the Earth's shape that does not take into account its uneven gravitational field; used as the basis for developing a geoid, but was formerly itself adopted as a reference framework in relation to which the values of coordinates were determined
vertical distance between a particular point on the Earth's surface and an ellipsoid surface (perpendicularly to which it is measured)
a form of reprocessing
specific date (quoted, for example, as '2025.4' or 'G2139') when a model or coordinate data is valid
state in a form (typically coordinates) that can be read by a human or interpreted by an electronic system
distinctive deviation (natural or artificial) from a horizontal surface; its shape can be expressed using multiple sets of coordinates
with angles (such as latitude and longitude) measured in relation to the Earth's centre, rather than perpendicularly to the geoid surface
version of the surveying software with additional advanced features; licensed for an unlimited period of time
version of the surveying software with all standard functions and full synchronization between a mobile device and a desktop computer; licensed for use by up to 100 devices simultaneously
basic version of the surveying software with limited features; licensed for a single device with no possibility of transfer
version of the surveying software with all standard functions
coordinate system using sets of coordinates formed of a latitude and a longitude; by integrating a height coordinate as a third dimension, a separate vertical coordinate system is not required
towards the northern point where the rotational axis of the Earth meets the surface
a model of the Earth's shape, essentially based on an ellipsoid enhanced to take into account the Earth's uneven gravitational field; a particular geoid will be adopted for a project as a reference framework in relation to which the values of coordinates are determined
a zero-height surface defined by the geoid, and therefore taking into account the Earth's gravitational field
vertical distance between an ellipsoid surface and a geoid surface for a particular point on the Earth's surface
taking into account the Earth's gravitational field
angle between geographic north and grid north at a particular point
point on a map where a north-south grid line and an east-west grid line cross
e.g. kilometre-spaced grid lines forming grid squares with an area of 1 km²
manifestation of northings and eastings at regular intervals on a map
nominally defined by the north-south grid lines on a map
angle between magnetic north and grid north at a particular point
position of a point in the vertical dimension; various bases are used to define its direction
control point with a known, authenticated height in accordance with the zero-height surface
single act of measuring
coordinate that expresses (as an angle) the position of a point northwards or southwards in a geographic coordinate system; the Earth's equator has a latitude of 0°
of data
string of 15 numbers and letters unique to each purchase of a licence
data that is stored on only one device, without updates being propagated more widely
prevent modifications to their coordinates
coordinate that expresses (as an angle) the position of a point westwards or eastwards in a geographic coordinate system; the prime meridian passing through Greenwich has a longitude of 0°
angle between magnetic north and geographic north at a particular point
as indicated by compass; slowly moving due to changes within the Earth
one component value of a gravitational or magnetic field at a particular point, as represented by a gravitational field model or magnetic field model
set one or more values of an individual point, without automatically populating with data from a source
set one or more values of an individual point that already has values, without automatically populating with data from a source
point whose position is being measured
act of measuring the value of some property (height, distance, etc.)
(degrees, metres, kilometres)
where measurements are performed (of either the same point or remotely of other points)
without overwriting any existing data
any line running from the geodetic North Pole to the geodetic South Pole of a particular longitude
points with lines establishing the distance and direction between them
a means of representing and quantifying a physical reality of the Earth (such as the its uneven magnetic field or its complex shape) across its entire surface; ultimately a set of data that can be presented as a map or diagram
coordinate that expresses (as a distance) the position of a point northwards of a reference axis in a plane coordinate system; east-west grid lines have the same northing
may be a deliberate choice of the user or a result of poor network coverage
vertical distance (aligned with the direction of gravity) between a particular point on the Earth's surface and a geoid surface (perpendicularly to which it is measured)
any east-west line of a particular latitude
numerical value that remains fixed for an operation, but can be changed by the user (e.g. the parameter representing the semi-major axis of an ellipsoid may be set as 6377563.41, but later changed if a different ellipsoid is adopted)
two-dimensional coordinate system based on a projection with sets of coordinates formed of an easting and northing (with linear values and therefore unequally related to longitude and latitude over a given area)
any zero-dimensional physical point whose position can be expressed through a set of coordinates (which may include height); it may be on, under or above the Earth's surface
set of data recording the three-dimensional position of a set of points (usually millions), but without lines establishing the distances and angles between them
distribute the values from a data source to the relevant properties of the relevant points
allow the software to allocate data from a confirmed source to the points selected by the user
closeness between values measured by a particular method or device when repeating the same measurement, irrespective of their accuracy
a set of related files and settings for the survey of a particular area
region considered by the project
operation (using a formula) to represent the curved surface of the globe as a flat surface compatible with a plane coordinate system and 2D maps but with inevitable distortion of scale
a characteristic of an entity (such as its longitude, height or tag) that can have a value
device that interprets a signal (including from satellites)
some notional basis in relation to which the values of coordinates are determined; a geoid is used as a reference framework for modern surveying projects
position data provided by satellites orbiting around the Earth
ratio between the distance on a map and the real distance to which it corresponds; a 1:25 000 map has a larger scale and shows more detail than a 1:100 000 scale map
operation to increase or decrease the scale of a region mapped with a plane coordinate system to compensate for distortion resulting from projection
use LiDAR technology to generate a point cloud
changes to the Earth's magnetic field over time due to constantly moving magnetic fluids
from a group or list
point that an action can be performed on
use a laser beam to define a notional horizontal surface (not necessarily aligned with a particular ellipsoid or geoid surface)
two or more coordinates that together express the position of a point; their number, order and measurement unit are specified by the coordinate system
ability to transmit data, and the accuracy and completeness of the data transmitted
several components (such as a reference framework, model and formula) that are jointly used to perform a function
text associated with a chosen point to help other users identify it with more ease and speed than its set of coordinates alone
movement of the Earth's tectonic plates, distorting the position of points relative to a reference framework and relative to each other
formed of velocity and direction
representing the physical shape of the Earth's surface (including underwater features)
data set provided from outside the company or body undertaking the project
device that records the height of the sea at a fixed point over an extended period of time to produce a mean sea level, which is taken into consideration, together with data from other tide gauges, when defining the geoid surface
operation (using a vector) to change the position of coordinates in a particular direction by a particular distance, for example to adjust for tectonic shift
technique for determining the position of a point from three known angles and one known distance
a particular operation performed on a set of data
technique that can be used to calculate the distance between points
the data (such as 64° 29', 373.600 m or Pierre du Niton) assigned to a particular property of a particular point; either manually entered or acquired from a measurement, a calculation, a source such as a satellite, an existing reference or third-party data set
component of a tectonic shift model that expresses the rate (as a distance per year) at which tectonic shift is occurring at a particular point
one-dimensional coordinate system using a single coordinate to express the position of a point in the vertical dimension (which corresponds to its height)
using a user's vision to make a judgement or record a value
sequence of processes of a project, from its creation and setup to the final desired output
the north-south line with a value of zero from which eastings are measured in a plane coordinate system; does not necessarily appear on any map produced
a notional surface with a height of zero in relation to which the heights of points on the Earth's surface are measured; modern surveying uses the geoid surface for this purpose
a plane with a latitude assigned the value of zero for the purposes of a surveying project, in relation to which the latitudes of points will be determined; world maps typically adopt a plane intersecting with the Earth's surface at its equator
a plane with a longitude assigned the value of zero for the purposes of a surveying project, in relation to which the longitudes of points will be determined; world maps typically adopt a plane passing through Greenwich
the east-west line with a value of zero from which northings are measured in a plane coordinate system; does not necessarily appear on any map produced
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