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>>In general, a CRS is built using a geodetic datum where a geodetic datum is (according to Wikipedia - https://en.wikipedia.org/wiki/Geodetic_datum) a global datum reference or reference frame for unambiguously representing the position of locations on Earth by means of either geodetic coordinates (and related vertical coordinates) or geocentric coordinates.
FYI the “datum” business is more complicated than you might imagine. The US National Spatial Reference System is currently being ‘modernized’ as North American Datum (NAD) 83 and vertical datums such as the North American Vertical Datum (NAVD) 88 are to be replaced with new terrestrial reference frames and a novel geopotential datum. The changes are designed to incorporate a ‘dynamic earth’ i.e. with mobile tectonic plates and time-variant datums.
Also a good reference for geodesy etc is the European Petroleum Survey Group https://EPSG.org and its Geodetic Awareness page https://epsg.org/geodetic_awareness.html.
My 2 cents… The topic is one for specialists. There is a lot of prior art. Also in my humble opinion, RDF is a poor tool for science and engineering. Modeling with RDF quickly becomes idiosyncratic and unintelligible to the domain specialist. Perhaps this is the intent?
I nonetheless very keen to hear of examples of successful RDF modeling in a scientific context.
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My 2 cents
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>>In general, a CRS is built using a geodetic datum where a geodetic datum is (according to Wikipedia - https://en.wikipedia.org/wiki/Geodetic_datum) a global datum reference or reference frame for unambiguously representing the position of locations on Earth by means of either geodetic coordinates (and related vertical coordinates) or geocentric coordinates.
FYI the “datum” business is more complicated than you might imagine. The US National Spatial Reference System is currently being ‘modernized’ as North American Datum (NAD) 83 and vertical datums such as the North American Vertical Datum (NAVD) 88 are to be replaced with new terrestrial reference frames and a novel geopotential datum. The changes are designed to incorporate a ‘dynamic earth’ i.e. with mobile tectonic plates and time-variant datums.
Also a good reference for geodesy etc is the European Petroleum Survey Group https://EPSG.org and its Geodetic Awareness page https://epsg.org/geodetic_awareness.html.
My 2 cents… The topic is one for specialists. There is a lot of prior art. Also in my humble opinion, RDF is a poor tool for science and engineering. Modeling with RDF quickly becomes idiosyncratic and unintelligible to the domain specialist. Perhaps this is the intent?
I nonetheless very keen to hear of examples of successful RDF modeling in a scientific context.
On Feb 6, 2026, at 4:36 AM, Chris Partridge <partri...@gmail.com> wrote:
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Chris,
Examining the definitions of various coordinate systems in various sciences and technologies is a large and painstaking undertaking.
I can only share an application of Hilbert's "coordinate system" approach in Foundations of Geometry.
In my own words, but as close to Hilbert's ideas as possible:
A coordinate system in space, for example on a plane, is a figure consisting of two perpendicular lines, on each of which a point distinct from the intersection point (called the origin and usually denoted by O) is chosen and uniquely named. The traditional names for one of the points are X and for the other, Y. The lines on which they are located are called the X- and Y-axes, respectively. The corresponding rays O-X and O-Y are called the regions of positive coordinates, respectively, the X- and Y-axes.
The segments O-X and O-Y are considered unit segments of their axes and are usually equal in length. Any point on the plane is uniquely associated with its X coordinate: a segment or point labeled X. The segment must also have an attribute: a sign with the values "+" or "-" depending on which direction from O it should be placed: "+" toward X, "-" toward the opposite direction. The same applies to Y.
Thus, to present coordinates, one must specify a pair of correctly attributed segments and points somewhere, perhaps on another plane parallel to the given one.
Hilbert's originality lies in the fact that he doesn't operate with non-geometric entities—real numbers.
Which requires a separate transition.
So, for Hilbert, a coordinate system is a labeled figure like this one.
It would be interesting to gather definitions from various theories and technologies in one place. I'd like to participate.
Alex
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Chris,
The mathematics and physics of WGS 84 are very interesting. I'll have to look into it. I'd start with the South Pole—it's the only place where one of the axes meets solid ground, albeit icy, and it moves 10 meters per year. But they say that even if there were rock at the point where the axis meets solid ground, it would still move. What progress has mathematical usage made!
I would ground mathematical models of spacetime in the corrections of general relativity and special relativity for satellite navigation. But I'm a long way from that.
Best,
Alex
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2.1.2.3 Spatial regionWe recommend that users of BFO:spatial region specify the coordinate frame which they areemploying, for example, when dealing with spatial regions on the surface of the Earth, the coordinateframe of latitude and longitude. Such coordinate frames can be associated with a Newtonian or arelativistic frame of reference. The reference frame might be relative to a moving object such as theearth, in which case the corresponding spatial regions move with the movement of the earth.However, they are at rest relative to their coordinate frame. Lines of latitude and longitude are two dimensional object boundaries which can move; however, they are by definition at rest relative to thecoordinate frame which they determine.Elucidation: A spatial region is, intuitively, a 0-, 1-, 2- or 3-dimensional part of space. Thiselucidation will fall short, however, unless it is understood in a way that conforms with what weknow from the theory of relativity. One step in this direction is to add: a spatial region is the sort ofentity that can be specified by means of a coordinate frame, and is always at rest relative to thiscoordinate frame.Example: The Tropic of Capricorn (with the coordinate frame defined by the lines of latitude andlongitude)Spatial regions have no qualities except shape, size and relative location.Object boundaries and sites are distinguished from the spatial region which they occupy at any giventime in the sense that (1) the former move when their material host moves, and they change shape or size when their material host changes shape or size; (2) the latter must be specifiable in terms of some system of coordinates, and they are by definition at rest relative to this coordinate frame.
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Operationally, it is quite clear how this works. The interesting question is what the position point and position region are."Such as with time in SUMO, we introduce the notions of position point and position region. A position point refers to a point in a coordinate system projected on the physical space. A position region is an abstract region in a coordinate system overlapping the physical spatial region occupied by the object. Both position point and position region are types of position measurement; i.e., ∀p PMeasure(q) ↔ PPoint(q) ∨ PRegion(q) and ∀q PPoint(q) → ¬PRegion(q).Also, it is important to note that all these definitions are synchronic; i.e., they consider only situations like snapshots in time. As such, two objects cannot have the exact same quantitative position; i.e., they can not be located at the same position point.
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