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Transition of reference frames LV03 - LV95: Displacement vectors at TSP1...
The displacement vectors of the pass points (TSP1) point from LV03 to LV95 and therefore in the direction and absolute value of the local rectification (infobox).
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Transition of reference frames LV03 - LV95: Triangular network (CHENyx06 and...
The triangular network of the national survey (FINELTRA-LV) was completed in the 90's and has permitted to transform geodata from LV03 to LV95 and vice versa with an accuracy of...
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Transition of reference frames LV03 - LV95: Displacement vectors at TSP1...
The displacement vectors of the pass points (TSP2) point from LV03 to LV95 and therefore in the direction and absolute value of the local rectification (infobox).
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Transition of reference frames LV03 - LV95: Coordinate changes LV03->LV95
The coordinate changes between the old frame of reference LV03 and the new one LV95, respectively the deformations from MN03, are represented in relation to Zimmerwald (BE): the...
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Transition of reference frames LV03 - LV95: Displacement vectors at TSP1...
The displacement vectors of the pass points (TSP2) point from LV03 to LV95 and therefore in the direction and absolute value of the local rectification (infobox).
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Transition of reference frames LV03 - LV95: Displacement vectors at TSP1...
The displacement vectors of the pass points (TSP1) point from LV03 to LV95 and therefore in the direction and absolute value of the local rectification (infobox).
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Transition of reference frames LV03 - LV95: Coordinate changes LV03->LV95
The coordinate changes between the old frame of reference LV03 and the new one LV95, respectively the deformations from MN03, are represented in relation to Zimmerwald (BE): the...
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Transition of reference frames LV03 - LV95: Triangular network (CHENyx06 and...
The triangular network of the national survey (FINELTRA-LV) was completed in the 90's and has permitted to transform geodata from LV03 to LV95 and vice versa with an accuracy of...
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Planimetric control Points LFP1 (National Survey)
All spatial data is based on measurement points. It is recommended to use the so-called fixed control points for all technical works which need reliable and accurate position me...