Γλωσσάριο

Βασικοί όροι στη δημοσιογραφική τοπογραφία και τη γεωχωρική τεχνολογία.

ALL3ABCDEFGHIKLMNOPQRSTUVWZShowing 251-297 of 297 terms
Survey Tablet

A mobile computing device designed for field surveyors to collect, process, and manage geospatial data in real-time during land surveying operations.

Survey Tolerance

Survey tolerance is the acceptable range of error or deviation in measurements and positional accuracy allowed in surveying work before data is considered unacceptable or requires remeasurement.

Surveying Tripod

A three-legged portable stand used to support surveying instruments such as theodolites, total stations, and levels at a fixed height and position during field measurements.

Systematic Error

A consistent, predictable bias in measurements that occurs in the same direction and magnitude under identical conditions, reducible through calibration and correction procedures.

Tacheometry

Tacheometry is a rapid surveying method that measures distances and elevations using telescopic instruments with stadia hairs to determine horizontal and vertical angles.

Terrestrial Laser Scanning

Terrestrial Laser Scanning is a remote sensing technology that uses ground-based laser instruments to capture precise three-dimensional coordinates of objects and terrain surfaces.

Theodolite

A precision optical instrument used to measure angles and distances in surveying, mapping, and construction projects.

Theodolite Angle Measurement

The process of measuring horizontal and vertical angles using a theodolite, a precision optical instrument essential for surveying, construction, and geodetic applications.

Tilt Compensation

Tilt compensation is an electronic correction mechanism in surveying instruments that automatically adjusts measurements to account for deviations from the vertical or horizontal plane caused by instrument inclination.

Time of Flight Measurement

Time of Flight (ToF) measurement is a surveying technique that calculates distance by measuring the time required for an electromagnetic signal to travel from an instrument to a target and return.

Time to Fix GNSS

Time to Fix GNSS refers to the duration required for a Global Navigation Satellite System receiver to calculate an accurate position fix after being powered on or after signal loss.

Topcon MAGNET Software

MAGNET is integrated field-to-finish surveying software by Topcon that streamlines data collection, processing, and delivery for professional surveyors and construction professionals.

Topographic Map

A detailed graphical representation of terrain and landscape features showing elevation, natural and man-made structures using contour lines and standardized symbols.

Topographic Survey

A comprehensive surveying method that measures and maps the natural and artificial features of land, including elevation changes, terrain, and ground-level objects, to create detailed topographic maps.

Total Station

A total station is an electronic surveying instrument that integrates a theodolite, electronic distance measurement device, and computer processor to measure angles and distances for mapping and surveying tasks.

Total Station Setup Procedure

The systematic process of positioning, leveling, and calibrating a total station instrument at a survey site to ensure accurate angle and distance measurements.

Transverse Mercator Projection

A conformal map projection that rotates the standard Mercator projection 90 degrees to minimize distortion along a central meridian, widely used in surveying and mapping systems worldwide.

Traverse Survey

A surveying method that establishes a series of connected survey stations along a path to determine positions and create maps of land areas.

Triangulation

A surveying method that establishes control points by measuring angles and distances within a network of triangles to determine precise horizontal positions.

Tribrach

A tribrach is a three-legged mounting adapter that connects surveying instruments to tripod heads, enabling precise centering and leveling of theodolites, total stations, and GNSS receivers.

Trigonometric Leveling

Trigonometric leveling is a surveying method that determines height differences between points using vertical angles and slope distances measured with instruments like total stations.

Trilateration

Trilateration is a surveying method that determines the precise location of a point by measuring distances from three or more known reference points.

Trimble Business Center

Trimble Business Center is a cloud-based project management and data processing software platform designed for surveyors, engineers, and construction professionals to manage surveying data, coordinates, and field operations.

Tropospheric Delay

The slowing of electromagnetic signals as they travel through the Earth's troposphere, causing measurement errors in GNSS and surveying observations.

Tunnel Survey

A specialized surveying method used to establish precise horizontal and vertical control, measure cross-sections, and monitor alignment during tunnel construction and excavation projects.

Two-Face Measurement

A surveying technique where measurements are taken on both faces or sides of an instrument to eliminate systematic errors and improve accuracy.

UAV Drone Survey

A surveying method using unmanned aerial vehicles equipped with cameras, LiDAR, or other sensors to capture geospatial data and create accurate maps of land, structures, and terrain.

UAV LiDAR

UAV LiDAR is a remote sensing technology that combines unmanned aerial vehicles with light detection and ranging sensors to capture high-resolution three-dimensional topographic data for surveying and mapping applications.

Underground Survey

Underground survey is the process of mapping, measuring, and documenting subsurface features, utilities, and geological structures beneath the earth's surface using specialized surveying techniques and equipment.

Utility Survey

A specialized surveying method that locates and maps underground and above-ground utilities including pipes, cables, and conduits to prevent damage during construction or excavation.

UTM - Universal Transverse Mercator

UTM is a global map projection system that divides Earth into 60 zones, each 6 degrees wide in longitude, using transverse Mercator projection to minimize distortion for accurate surveying and mapping.

UTM Projection

UTM (Universal Transverse Mercator) Projection is a coordinate system that divides the Earth into 60 zones, each 6 degrees wide in longitude, using a transverse Mercator map projection to provide accurate planar coordinates for surveying and mapping applications.

VDOP - Vertical Dilution of Precision

VDOP is a dimensionless factor that describes the degradation of vertical positioning accuracy in GNSS surveying based on satellite geometry relative to the observer.

Vector Data

Vector data represents geographic features as discrete points, lines, and polygons with precise coordinate values and associated attributes, forming the foundation of digital surveying and GIS applications.

Vegetation Canopy Filtering

Vegetation canopy filtering is a data processing technique used in surveying to remove or reduce the effects of tree canopy and dense vegetation on elevation measurements and positioning accuracy.

Vertical Angle

A vertical angle is the angle of inclination or declination measured from the horizontal plane to a line of sight, used to determine elevation differences and heights in surveying operations.

Vertical Circle Reading

A measurement of the vertical angle or zenith distance from a surveying instrument's telescope to a target point, used to determine elevation differences and calculate vertical distances in surveying operations.

Vertical Datum

A vertical datum is a reference surface, typically mean sea level or a geoid model, used to establish elevations and heights in surveying and mapping projects.

Vertical Datum Shift

A vertical datum shift is the transformation of vertical coordinate values from one reference system to another, accounting for differences in elevation datums used in surveying and mapping projects.

Volume Calculation Survey

A specialized surveying method that determines the volume of earthwork, stockpiles, excavations, and other three-dimensional features through precise measurement and computational analysis.

Voxel

A voxel is a three-dimensional pixel representing a single data point in a 3D spatial grid, widely used in surveying to store and analyze volumetric data from laser scanning and point cloud processing.

Voxel Grid Downsampling

A computational technique that reduces the resolution and data volume of three-dimensional point clouds by aggregating multiple voxels into larger spatial units while preserving spatial relationships.

VRS - Virtual Reference Station

A network-based GNSS correction technique that generates virtual ground stations from a network of reference stations to provide precise real-time positioning data to rovers within a defined service area.

WAAS - Wide Area Augmentation System

WAAS is a satellite-based augmentation system that improves the accuracy of GPS and GNSS positioning for surveying applications by transmitting correction data across wide geographic areas.

WGS84 Datum

WGS84 (World Geodetic System 1984) is the global reference datum that defines the Earth's shape, size, and coordinate system used by GPS and modern surveying instruments.

Zenith

The point in the celestial sphere directly above an observer's location, used as a reference direction in surveying for vertical angle measurements and astronomical observations.

Zenith Angle

The vertical angle measured from the zenith (directly overhead) downward to a surveyed point, ranging from 0° at zenith to 180° at nadir.

← Prev123456