Swedish geodetic reference frames, SWEREF 99, RT 90 and RH 70
SWEREF 99 SWEREF 99 is a Swedish realisation of ETRS 89. The processing of the GPS data was performed according to the EUREF guidelines and was based on observations made on permanent reference stations in Sweden (SWEPOS), Denmark, Finland (FinnRef) and Norway (SATREF) during the GPS-weeks 1014-1019 (June-July 1999). SWEREF 99 coincides with WGS 84[G730] and WGS 84[G873] within some decimeters. Coordinates can be transformed from SWEREF 99 to the Swedish coordinate datum RT 90, through a 7-parameter transformation given below (estimated accuracy 7 cm, 1 sigma, 2D).
The ellipsoid used with SWEREF 99 is GRS 80: SWEREF 99 replaces SWEREF 93 (the former realisation of ETRS 89). For additional information concerning SWEREF 99, please refer to [1] and this report from the ETRS 89 proceedings in Tromsø (pdf)
RT 90, The National (Mapping) Coordinate Datum
The ellipsoid used with RT 90 is Bessel 1841:
RH 70, The National Height System 1970
Transformation Accuracy
where R is the rotation matrix defined by
PARAMETERS RT 90 -> SWEREF 99
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Alternative transformation method using direct map projection from SWEREF 99 to RT 90 2.5 gon V 0:-15 A method has been developed at the National Land Survey of Sweden to compute projection parameters, which maps the latitudes and longitudes of one geodetic datum to Transverse Mercator northings and eastings of another datum, cf. [3]. The following projection parameters maps the latitudes and longitudes of SWEREF 99 to plane grid coordinates. The difference between coordinates obtained in this way and the original plane grid coordinates of RT 90 is less than 0.1 m in most parts of Sweden. Please note that for applications where you strive for the highest possible accuracy, the official 7-parameter formula should be used. PARAMETERS FOR DIRECT PROJECTION, SWEREF 99 -> RT 90 2.5 gon V 0:-15
References: [1] Jivall, Lotti: SWEREF 99 – New ETRS 89 Coordinates in Sweden, Analysis Report. LMV-rapport 2001:6 [2] Reit, B.-G: Swedish Coordinate Systems, Reports of the Finnish Geodetic Institute, No 95:4,pp. 145-150. [3] Reit, B.-G: A simple way of introducing a global reference frame in surveying and mapping, Survey Review,Vol. 34, No 264, pp. 87-90. |
The parameter values of the 7-parameter transformation is dependent on the order of multiplication of the rotation matrices.
For parameters of other orders or for more information on Swedish geodetic reference systems, please contact:
Bo-Gunnar Reit |
Transformation SWEREF 99
Transformation Online |
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