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18-Geom-A3 Geodesy and Positioning · December 2018

Question 1 of 7: Coordinate Systems, Reference Frames and Datums

Nivaar worked solution (AI-drafted; not reviewed by a licensed engineer)

Notes on this paper

Paper format: National Exams, December 2018 — 3 hours, closed book (approved Casio/Sharp calculators only). SEVEN numbered questions; six constitute a complete paper and each is of equal value (20 marks). Most answers are required in essay format; clarity and organization are explicitly marked. All seven questions are solved below for completeness.

Reference texts: Vaníček & Krakiwsky, Geodesy: The Concepts (2nd ed., North-Holland); Hofmann-Wellenhof, Lichtenegger & Wasle, GNSS — Global Navigation Satellite Systems (Springer, 2008); Torge & Müller, Geodesy (4th ed., de Gruyter); Heiskanen & Moritz, Physical Geodesy (Freeman); Snyder, Map Projections — A Working Manual (USGS PP 1395); Ghilani & Wolf, Elementary Surveying (15th ed.); Natural Resources Canada geodetic references for NAD83(CSRS), CGVD2013, the CGG2013 geoid model and the CACS/CBN networks. Canadian datums/regulators throughout (NRCan, Canadian Geodetic Survey).

Question 1: Coordinate Systems, Reference Frames and Datums (20 marks — a 8, b 7, c 5)

Question text not reproduced: the examination questions are © Engineers and Geoscientists BC. Open the official past paper (linked at the top of this page) to read the question, then follow the worked solution below.

Given. Two Canadian realizations of NAD83 — NAD83(original), the 1980s continental adjustment, and NAD83(CSRS+epoch), the modern space-geodetic realization tagged with an epoch — the CACS infrastructure that realizes the CSRS, and the global ITRF(epoch) used internationally.

Find. (a)(i) the main differences between the two NAD83 versions; (a)(ii) the meaning of “(CSRS+epoch)” and why the epoch matters; (b) what CACS is, how it works, and how it realizes the CSRS; (c) the similarities and differences between NAD83(CSRS+epoch) and ITRF(epoch), with the order of magnitude of any offset.

(a)(i) NAD83(original) vs NAD83(CSRS). NAD83(original) — in Canada the 1986 adjustment, NAD83(1986) — was defined largely from terrestrial observations (triangulation, trilateration, traverse) with only limited early Doppler satellite data, and was held fixed to that 1980s solution. Its internal consistency is only at the decimetre-to-metre level over continental distances, and it was a static solution with no rigorous, time-dependent connection to a global frame. NAD83(CSRS) is the modern realization: defined by high-precision GNSS at the CACS and Canadian Base Network (CBN) stations, rigorously connected to the ITRF through a published transformation, and internally consistent at the centimetre level. Both versions keep the same NAD83 datum definition (GRS80 ellipsoid, and an origin that lies about 2 m from the true geocentre) — NAD83(CSRS) removes the network distortions, not that deliberate origin offset. In practice the two versions differ in station coordinates by decimetres, reaching about 1 m or more in places, so they are not interchangeable without a datum transformation.

(a)(ii) Meaning of “(CSRS+epoch)” and the importance of epoch. “CSRS” identifies the realization (the Canadian Spatial Reference System, tied to a specific ITRF solution — e.g. ITRF2008 — through a published 14-parameter transformation). The “epoch” is the reference date, a decimal year (e.g. 2010.0), at which the published coordinates are valid. Epoch is essential because the crust is not rigid: the North American plate moves at roughly 1–2 cm/yr, and local motion (glacial isostatic adjustment, subsidence) adds millimetres-to-centimetres per year. A centimetre-level coordinate is therefore meaningless without its epoch; to combine observations from different times one propagates coordinates with a crustal-velocity model (NRCan’s velocity grid): \(\mathbf{X}(t_2)=\mathbf{X}(t_1)+\mathbf{v}\,(t_2-t_1)\).

(b)(i) What CACS is. The Canadian Active Control System is NRCan’s national network of permanent, continuously operating GNSS reference (tracking) stations distributed across Canada. Each station is a precisely monumented, geodetic dual-frequency receiver with a stable antenna, an atomic (or oven-controlled) frequency standard, and a data link to NRCan, occupying coordinates known at the centimetre level in NAD83(CSRS)/ITRF.

(b)(ii) How it works. The CACS stations track all visible GNSS satellites continuously, 24 h/day, logging carrier-phase and pseudorange observations. NRCan processes these data together with the global IGS network to compute precise satellite orbits and clock corrections and to monitor each station’s coordinates and velocity over time. The archived and streamed observations (and the derived precise products) are made freely available, and feed services such as CSRS-PPP; users either post-process against nearby CACS data or submit their own RINEX file to obtain CSRS coordinates directly.

(b)(iii) How it realizes the CSRS. The CACS is the physical realization of the CSRS: its station coordinates and velocities, tied rigorously to the ITRF and propagated by the velocity model, define the datum on the ground. It provides the active control that (together with the passive CBN monuments) lets any Canadian user access NAD83(CSRS+epoch) at centimetre accuracy without occupying a classical control mark, and it keeps the datum current as the crust moves. In short, CACS turns the abstract reference frame into an accessible, maintained, time-dependent coordinate service.

(c) NAD83(CSRS+epoch) vs ITRF(epoch). Similarities: both are three-dimensional, Earth-centred Earth-fixed Cartesian \((X,Y,Z)\)/ellipsoidal frames on essentially the same (GRS80) ellipsoid realized from space geodesy (GNSS, VLBI, SLR, DORIS); both are epoch-based and time-dependent; and NAD83(CSRS) is defined through a published 14-parameter (Helmert + rates) transformation from a specific ITRF, so their internal precision is comparable at the centimetre level. Differences: NAD83(CSRS) is attached to the stable interior of the North American plate, so points on that plate appear nearly stationary in it, whereas in ITRF the same points drift at the full plate velocity (~2 cm/yr); and the two frames have different origins/orientations, so coordinates for the same mark differ by roughly 1–2 m (the NAD83 origin sits about 2 m from the ITRF geocentre, which NAD83(CSRS) deliberately retains), with the discrepancy growing over time at the plate-motion rate if the epoch is not tracked. Practically: use NAD83(CSRS+epoch) for Canadian mapping and cadastre; convert to ITRF(epoch) for global or scientific work.

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