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6 24 Switzerland

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Information about 6 24 Switzerland
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Published on October 17, 2007

Author: Marigold

Source: authorstream.com

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EUREF’04: National Report of Switzerland:  EUREF’04: National Report of Switzerland D. Schneider E. Brockmann W. Gurtner Schlatter B. Vogel Wiget U. Wild Permanent GPS network (AGNES):  Permanent GPS network (AGNES) High performance: Average of data availability: > 99 % Contribution to ECGN: Collocation of various geodetic observations (see paper by E. Brockmann) Fundamental station Zimmerwald Replacement of receivers (Trimble 4000SSI → 4700) resulted in signifi- cantly improved performance of RTK positioning (faster data output) New station software (GPS-Base Vers. 2.10) Real time positioning service „swipos“:  Real time positioning service „swipos“ International co-operation “D-A-CH”: Seamless positioning service along the national borders to Germany and Austria due to mutual integration of stations of the real-time networks: D: SAPOS, A: APOS and CH: swipos Data exchange between the control centers: SAPOS (BW) in Karlsruhe, SAPOS (BAY) in Munich, APOS in Vienna and swipos in Wabern. Delivery of RTCM data of station Zimmerwald to EUREF-IP over Internet Development of a monitoring device for assessing VRS/RTK Analysis of permanent GPS networks:  Analysis of permanent GPS networks Networks: GPS Meteorology: European collaboration within research projects COST-716 and TOUGH National Reference Frames:  National Reference Frames Determination of all AGNES stations in the official reference frames (LV95, LV03 and LHN95) LECH FLDK KOPS KRBG LIND FREI RAVE SIGM SCHW GPS-Camp. CHTRF2004 and NEOTEK2004 CHTRF2004.1 CHTRF2004.2 CHTRF2004.3 CHTRF2004.4 CHTRF2004.5 CHTRF2004.7 NEOTEK2004 CHTRF2004.6 Continued re-measurement of levelling lines which are part of the National Vertical Network (LHN95) Re-observation of the GPS re- ference network LV95 in 2004 (total: 208 stations, 60 control points of monitoring network) Current projects:  Current projects National Vertical Network LHN95: Software „HTRANS“ for the transfor-mation of heights between the old (LN02) and the new vertical reference frames (LHN95). Differences: -60 to +20 cm Swiss-4D: Kinematic analysis of repeated (levelling) or permanent (GPS) observation data for the investigation of crustal deformation, and tests with differential interferometric SAR for monitoring land subsidence and to validate the results with precise levelling Control Point Data Service: Making available all control point data via the Internet GIS National Border: Establishment of a GIS for the documentation of data pertaining to the national border

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