The Georeferencing Calculator is a browser-based JavaScript application that aids in georeferencing descriptive localities and provides methods to help obtain geographic coordinates and uncertainties for locations (see 3.4.9).
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Universal Transverse Mercator (UTM) is a system for assigning distance-based coordinates using a Mercator projection from an idealized ellipsoid of the surface of the Earth onto a plane. In most applications of the UTM system, the Earth is divided into a series of six-degree wide longitudinal zones extending between 80S and 84N and numbered from 1-60 beginning with the zone at the Antimeridian (Snyder 1987). Because of the latitudinal limitation in extent, UTM coordinates are not usable in the extreme polar regions of the Earth. A map of UTM zones can be found at UTM Grid Zones of the World (Morton 2006).
Latitude bands are not officially part of UTM, but are used in the Military Grid Reference System (MGRS). They are used in many applications, including in Google Earth. Each zone is subdivided into 20 latitudinal bands, with letters used from South to North starting with "C" at 80S to "X" (stretched by an extra 4 degrees) at 72N (to 84N) and omitting "O". All letters below "N" are in the southern hemisphere, "N" and above are in the northern hemisphere. When using latitudinal bands, "north" and "south" need to be spelled out to avoid confusion with the latitudinal bands of "N" and "S" respectively. Using the latitudinal band method, the coordinates for Big Ben would be: 30T 699582m east 5709431m north.
Satellite Based Augmentation System (SBAS) is a collection of geosynchronous satellites originally developed for precision guidance of aircraft (Federal Aviation Administration 2020) and more recently to provide services for improving the accuracy, integrity and availability of basic GNSS signals (Novatel 2015). SBAS receivers are inexpensive examples of real-time differential correction. SBAS uses a network of ground-based reference stations to measure small variations in the GNSS satellite signals. Measurements from the reference stations are routed to master stations, which queue the received Deviation Correction (DC) and send the correction messages to geostationary satellites. Those satellites broadcast the correction messages back to Earth, where SBAS-enabled GPS/GNSS receivers use the corrections while computing their positions to improve accuracy. Separate corrections are calculated for ionospheric delay, satellite timing, and satellite orbits (ephemerides), which allows error corrections to be processed separately, if appropriate, by the user application.
Ground Based Augmentation Systems (GBAS), also known as Local Area Augmentation Systems (LAAS), provide differential corrections and satellite integrity monitoring in conjunction with VHF radio, to link to GNSS receivers. A GBAS consists of several GNSS antennas placed at known locations with a central control system and a VHF radio transmitter. GBAS is limited in its coverage and is used mainly for specific applications that require high levels of accuracy, availability and integrity, and is the system largely used for airport navigation systems.
Although similar to Satellite Based Augmentation System (SBAS) systems (see above), they generally provide a greater accuracy and have the advantage of providing a single, global reference stream as opposed to the regional nature of an SBAS system. Whereas SBAS is free, the use of PPP usually incurs a charge to access the corrections, so it is unlikely that the increased accuracy of PPP when compared to that of SBAS, will be a consideration for most biological applications.
Find the feature(s) in a spatial data source (e.g. map, gazetteer, GIS layer, application programming interface (API)) that can give you an idea of where the feature is with coordinates, a bounding box, a point-radius, or a shape).
The application makes calculations adapted from the methods originally described in the Georeferencing Guidelines (Wieczorek 2001) and later formalized in a peer-reviewed publication (Wieczorek 2004). We recommend its use generally by all natural history institutions to calculate uncertainty in location data without the need for a detailed understanding of the complicated underlying algorithms. The more institutions that use this one method, the more consistent will be the quality of data across and between institutions, making it easier for users to evaluate the quality of the data. We recommend reading both of the above-mentioned publications and the Georeferencing Calculator Manual (Bloom et al. 2020) for an understanding of the calculations involved and an understanding of how the Calculator works.
EPSG codes are defined by the International Association of Oil and Gas Producers, using a spatial reference identifier (SRID) to reference spatial reference systems. The EPSG Geodetic Parameter Dataset (IOPG 2019) is a collection of definitions of coordinate reference systems (including datums) and coordinate transformations which may be global, regional, national or local in application.
The midpoint of the extremes of latitude and longitude of a feature. Geographic centers are relatively easy to determine, but they generally do not correspond to the center obtained by a least circumscribing circle. For that reason it is not recommended to use a geographic center for any application in georeferencing. Compare corrected center.
Started in 2002, TCPDF is now one of the world'smost active Open Source projects, used daily by millions of usersand included in thousands of CMS and Web applications. Checkthe examples...
Trimble Inpho UASMaster is an imposing application which can be used for creating some very powerful deliverables from the images collected with UAS aerial mapping as well as surveying systems. This application blends the ease of use with full power of the photogrammetric workstation. You can also download Pix4D Pix4Dmapper Pro for Mac.
Trimble Inpho UASMaster has been based on the Trimble Inpho technology that is there for more than 30 years of digital aerial photogrammetry leadership. This application combines intuitive guided workflows with the flexibility and some highly interactive editing tools and complete quality assurance reports required by the experts. This impressive application includes the advanced technology that is customized to provide high quality results from special characteristics of the UAS data. With this application you can create colorized dense point clouds, surface models as well as bare earth terrain models. You can refine as well as edit terrain models and you can collect GIS data and vector maps on top of the stereo 3D imagery. All in all Trimble Inpho UASMaster is an imposing application which can be used for creating some very powerful deliverables from the images collected with UAS aerial mapping as well as surveying systems. You can also download Intergraph ERDAS Suite 2014.
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