Geodetic control network
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A geodetic control network is a network, often of triangles, that are measured precisely by techniques of control surveying, such as terrestrial surveying or satellite geodesy. It is also known as a geodetic network, reference network, control point network, or simply control network.
A geodetic control network consists of stable, identifiable points with published datum values derived from observations that tie the points together.
Rear Adm. John D. Bossler.
[http://www.ngs.noaa.gov/FGCS/tech_pub/1984-stds-specs-geodetic-control-networks.htm "Standards and Specifications for Geodetic Control Networks"].
1984.
Classically, a control is divided into horizontal (X-Y) and vertical (Z) controls (components of the control), however with the advent of satellite navigation systems, GPS in particular, this division is becoming obsolete.
In the U.S., there is a national control network called the National Spatial Reference System (NSRS).{{Cite web |title=8. Theme: Geodetic Control {{!}} The Nature of Geographic Information |url=https://www.e-education.psu.edu/natureofgeoinfo/c6_p9.html |access-date=2023-12-31 |website=www.e-education.psu.edu}}
Many organizations contribute information to the geodetic control network.
Minnesota Geospatial Information Office.
[http://www.mngeo.state.mn.us/MSDI/workgroups/geodetic.htm "MSDI Data: Geodetic Control"].
The higher-order (high precision, usually millimeter-to-decimeter on a scale of continents) control points are normally defined in both space and time using global or space techniques, and are used for "lower-order" points to be tied into. The lower-order control points are normally used for engineering, construction and navigation. The scientific discipline that deals with the establishing of coordinates of points in a control network is called geodesy.
Cartography applications
File:1848 U.S. Coast Survey Map of New England - Geographicus - NewEngland-uscs-1848.jpg
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After a cartographer registers key points in a digital map to the real world coordinates of those points on the ground, the map is then said to be "in control". Having a base map and other data in geodetic control means that they will overlay correctly.
When map layers are not in control, it requires extra work to adjust them to line up, which introduces additional error.
Those real world coordinates are generally in some particular map projection, unit, and geodetic datum.
Minnesota Geospatial Information Office.
[http://www.mngeo.state.mn.us/committee/cadastral/iisac/plan2.html "Plan for GIS implementation"].
1997.
Measurement techniques
= Terrestrial techniques =
{{further|Geodesy#Positioning}}
== Triangulation ==
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{{Main|Triangulation (surveying)}}
In "classical geodesy" (up to the sixties) control networks were established by triangulation using measurements of angles and of some spare distances. The precise orientation to the geographic north is achieved through methods of geodetic astronomy. The principal instruments used are theodolites and tacheometers, which nowadays are equipped with infrared distance measuring, data bases, communication systems and partly by satellite links.
== Trilateration ==
{{See also|Trilateration}}
Electronic distance measurement (EDM) was introduced around 1960, when the prototype instruments became small enough to be used in the field. Instead of using only sparse and much less accurate distance measurements some control networks were established or updated by using trilateration more accurate distance measurements than was previously possible and no angle measurements.
EDM increased network accuracies up to 1:1 million (1 cm per 10 km; today at least 10 times better), and made surveying less costly.
= Satellite geodesy =
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{{Main|Satellite geodesy}}
The geodetic use of satellites began around the same time. By using bright satellites like Echo I, Echo II and Pageos, global networks were determined, which later provided support for the theory of plate tectonics.
Another important improvement was the introduction of radio and electronic satellites like Geos A and B (1965–70), of the Transit system (Doppler effect) 1967-1990 — which was the predecessor of GPS - and of laser techniques like LAGEOS (USA, Italy) or Starlette (France). Despite the use of spacecraft, small networks for cadastral and technical projects are mainly measured terrestrially, but in many cases incorporated in national and global networks by satellite geodesy.
See also
References
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