P. Mitterschiffthaler, D. Ruess, G. Stangl, H. Titz, Ch. Ullrich, E. Zahn EUREF National Report 2015 - Austria.

Slides:



Advertisements
Similar presentations
The Geoscience Australia’s Online GPS Processing Service (AUSPOS)
Advertisements

Trimble Positioning Services High-Precision GNSS – Wherever you need it Whenever you need it Tomas Dyjas Sales Manager Central Europe 07 th December, 2011,
E. Brockmann EGS Nice, April 2002 Applications of the real-time Swiss permanent GPS network 'AGNES' E. Brockmann, S. Grünig, R. Hug, D. Schneider, A.Wiget.
Armasuisse Swiss Federal Office of Topography swisstopo National Report of Switzerland E. Brockmann, D. Ineichen, M. Kistler, U. Marti, S. Schaer, A. Schlatter,
SWEPOS™ – a Multi-purpose National Network of Reference Stations
Leica GPS Spider Setting the Standard for GPS Networks Mark Burbidge MRICS MinstCES GNSS Network Manager – Leica Geosystems.
Graz 2003 Report of the OLG LAC EPN and other activities Report 2003 E. Cristea, Space Research Institute, Austrian Academy of Sciences G. Stangl, Federal.
Permanent GPS Stations in Israel as Basis for
IMPLEMENTATION OF THE NEW COORDINATE SYSTEM IN SLOVENIA Belgrade, 11 th and 12 th May 2007M.Sc. Blaž Mozetič.
AUSPOS Online GPS Processing Service John Manning, John Dawson.Ramesh Govind Geoscience Australia.
AN INDUSTRY APPROACH TO PRECISE POINT POSITIONING GNSS PPP WORKSHOP D. Calle A. Mozo P. Navarro R. Píriz D. Rodríguez G. Tobías JUNE 13 TH, GNSS.
ArcGIS for Mobile & GPS Cohesion & Not Collision York Grow Duncan-Parnell, Inc.
NGS Real Time Network Status & Future Prospects Neil Weston NGS Convocation, 2005 Silver Spring, MD.
Real Time GNSS via Internet Protocol Status & Standardization
Status of Multi-GNSS Monitoring Network Establishment Japan Aerospace Exploration Agency Satoshi Kogure APEC GIT/15 June 14, 2011.
Permanent GPS Stations and their Influence on the Geodetic Surveys in Israel Gershon Steinberg Survey of Israel 1 Lincoln St. Tel-Aviv 65220, Israel Gilad.
RFWG report ______________________ IGS 39th Governing Board Meeting San Francisco, 3 December
Hong Kong Satellite Positioning Reference Station Network (SatRef) Presented by : Ben LI, LS/G(HK&Is.)
The new solution EzSurv (former OnPoz) Main features: Get the best accuracy out of Stonex GNSS equipment in post- processing Perform static and kinematic/stop&go.
© TU Darmstadt-IPG p 1 The CEGRN 2011 Campaign and the densification of ETRF2000 in Central Europe A. Caporali, M. Barlik, M. Becker, L. Gerhatova, G.
WEGENER Nice 2006 OLG Monitoring of the Eastern Mediterranean and Arabia Velocitiy Estimations of Permanent GPS Stations 1Space Research Institute, Austrian.
CZEPOS – a Multipurpose Positioning System for the Czech Republic Oldřich Pašek – Czech Office for Surveying, Mapping and Cadastre Jan Řezníček – Land.
Transition of the ORGN from NAD 83(CORS96) epoch to NAD 83(2011) epoch Ken Bays, PLS Lead Geodetic Surveyor Oregon DOT March 2013 ODOT.
1 GNSS Reference Station Network Applications – Status and Vision Herbert Landau Trimble Munich, Germany January 2011.
Mr.Samniang Suttara B.Eng. (Civil), M.Eng. (Survey) Topcon Instruments (Thailand) Co.,Ltd. Tel Satellite Surveying.
SRI Seminar 2005 Time series of GPS stations For reference, monitoring and geophysics Günter Stangl Federal Office of Metrology and Surveying.
1 First Results of the CMONOC GNSS Network Junping Chen Bin Wu, Shuhua Ye, Shanghai Astronomical Observatory
Armasuisse Swiss Federal Office of Topography swisstopo swisstopo (LPT) Report 2006/2007 E. Brockmann.
Presented by: Leila Hernandez Dennis Manglicmot GMAT 9205 Fundamentals of Geo-positioning.
Heavy & Highway GNSS & Total Stations Basics
GPS How it Works For a full tutorial on GPS and its applications visit the Trimble WebsiteTrimble Website.
CGSIC IISC European Meeting, Prague, Czech Republic, March 14-15, 2005 NTRIP-based DGPS service in Hungary Tamás Horváth FÖMI Satellite Geodetic Observatory.
EPN Central Bureau IGS Analysis Workshop 2008, Miami Royal Observatory of Belgium C. Bruyninx, J. Legrand, F. Roosbeek EPN Central Bureau Royal Observatory.
InCORS INDIANA’S STATEWIDE GNSS-GPS REAL TIME NETWORK Presented by Derek Fuller, PLS Land & Aerial Survey Office.
Compatibility of Receiver Types for GLONASS Widelane Ambiguity Resolution Simon Banville, Paul Collins and François Lahaye Geodetic Survey Division, Natural.
Real-time IGS Network Management and Data Exchange Interfaces Georg Weber, BKG, Germany IGS Analysis Center Workshop, Miami Beach, Florida, 2-6 June 2008.
FLORIDA PERMANENT REFERENCE NETWORK TODAY AND TOMORROW SPEAKER: RON HANSON COURSE NUMBER: 8493.
EUREF Symposium, Paris, 6-8 June 2012 Impact of Individual GNSS Antenna Calibration Used in the EPN on Positioning Q. Baire, E. Pottiaux, C. Bruyninx,
? Geodetski Inštitut Slovenije SLOVENIAN GPS NETWORK SIGNAL: SLOVENIA-GEODESY-NAVIGATION- LOCATION Dalibor RADOVAN Geodetic Institute of Slovenia Ljubljana.
RECENT ENHANCEMENTS TO THE CDDIS IGS Network Systems Workshop November 2-5, 1998 Annapolis, MD Carey E. Noll Manager, CDDIS NASA GSFC Greenbelt, MD.
Meeting the Needs of the IGS Real-Time PPP User Community
CEGRN 2015 Campaign A. Caporali (1), J. Zurutuza (1), O. Khoda (2), G. Stangl (3), M. Becker (4), M. Bertocco (1), L. Gerhatova (5), M. Mojzes (5), M.
EUREF Vienna 2005 Antenna Tests at BEV Vienna G. Stangl, H. Titz.
EUREF2011: National Report of Austria Federal Office of Metrology and Surveying (BEV) 1 EUREF 2011 Symposium National Report of Austria by Günter Stangl,
AMON Reprocessing Hybrid IGS05+IGS08. EPN Reference Criteria: Long history Reliable TimeSeries Minimal gaps Geographical distribution Other neighbour.
GSAC Installation at the Royal Observatory of Belgium Q. Baire, C. Bruyninx Royal Observatory of Belgium (ROB) W. Soehne, E. Wiesensarter Bundesamt für.
Guidelines for Positioning the Oregon Real-time GPS Network Ken Bays, PLS Lead Geodetic Surveyor Oregon DOT 31 July 2013 NGS Real-time GPS Network Webinar.
NATO Workshop Veszprem 2004 Recent Monitoring of Crustal Movements in the Eastern Mediterranean The Usage of GPS Measurements G. Stangl, Federal Office.
EUREF2012: National Report of Austria Federal Office of Metrology and Surveying (BEV) 1 EUREF 2012 Symposium National Report of Austria by Günter Stangl,
HAII-ICGC :GNSS Project 2015/03/05. 2 To establish 1 IGS-nominated GNSS reference station with time control at NIMT with data center to synchronize data.
Development of permanent GNSS stations Network in Republic of Moldova Vasile Chiriac Technical University of Moldova Agency for Land Relations and Cadastre.
EUREF2012: National Report of Austria Federal Office of Metrology and Surveying (BEV) 1 EUREF 2013 Symposium National Report of Austria by G. Stangl, N.
Österreichische Akademie der Wissenschaften (ÖAW) / Institut für Weltraumforschung (IWF), 8042 Graz, Austria, Contact:
National Height Modernization Eastern Regional Meeting March 4, 2014 Continuously Operating Reference Stations (CORS) Neil D. Weston National Geodetic.
Armasuisse Swiss Federal Office of Topography swisstopo swisstopo Report for EGVAP 2007/2008 E. Brockmann.
Reprocessing CEGRN campaigns M. Becker(1), A. Caporali(2), R. Drescher(1), L. Gerhatova(5), G. Grenerczy(3), C. Haslinger(4), J. Hefty(5), S.
EUREF Campaigns Web Ppresentations Data submitted G. Stangl.
InCORS INDIANA’S STATEWIDE GNSS-GPS REAL TIME NETWORK Presented by Eric N Banschbach, PLS Land & Aerial Survey Office 97 th Annual Purdue Road School March.
Astronomisches Institut der Universität Bern Global Navigation Satellite Systems for Positioning and Time Transfer T. Schildknecht, A. Jäggi R. Dach, G.
Control Methods Workshop 2010 campaign, Ispra April / 37 GNSS: how should we measure parcels in 2010 ? Cozmin LUCAU, Krasimira GANISHEVA,
The Next Generation of Trimble VRS® Network™ Solutions
Permanent GNSS Stations (GNSS – Global Navigation Satellite System)
Permanent GPS Stations and their Influence on the
Real-Time Working Group
wvcors.tedis-wv.org - current wvcors01.cors.us - soon.
Appliance of IceCORS network 2017 by Dalia Prizginiene
GNSS-meteorology situation
Permanent GNSS Stations (GNSS – Global Navigation Satellite System)
CORS-Based Coordinate System WHAT IS CORS
Agenda Background and Motivation
Presentation transcript:

P. Mitterschiffthaler, D. Ruess, G. Stangl, H. Titz, Ch. Ullrich, E. Zahn EUREF National Report Austria

EUREF Symposium Leipzig 2015Page 2 Permanent Networks MON GREECE CERGOP EUREF AMON

EUREF Symposium Leipzig 2015Page 3 IGS REPRO2 orbits (GPS+GLONASS) + clocks IGb08 phase center variations + coordinates + velocities Extended reference sites All processed according to EPN guidelines Proceed until 2014 and back 2006->1992 Presently REPRO2 of AMON, CERGOP, GREECE, MON

EUREF Symposium Leipzig 2015Page 4 APOS – Austrian Positioning Service Migration to the BEV‘s virtual platform in the middle of 2014; APOS data processing redundancy concept enabled failure-free operation to the greatest possible extent User access via Mobile Internet/NTRIP GSM/CSD (given up 12/2015) Processing-SW: Trimble Pivot Plattform (currently v3.5.7) Station GNSS-HW/SW: miscellaneous brands (Trimble, Leica, Topcon,… ) APOS data processing center 2015 Processing center 2 Processing center 1

EUREF Symposium Leipzig 2015Page 5 - Steady increment of use (up to 30% - annual/monthly) - More than 780 users (2000 accounts) dial-in‘s / 11245,9 online hours (Status: 04/2015) - High percentage of RTK via NTRIP (blue)

EUREF Symposium Leipzig 2015Page 6 APOS-Outlook Preparation of Multi GNSS for APOS Real Time and APOS Postprocessing – APOS Real Time (corrections for GPS, Glonass, Galileo, Beidou) SW-upgrade (processing center) new equipment (reference stations) implementation of the PPP – technology – BEV Shop APOS - Version 2.0 (APOS Postprocessing) VRS – RINEX-Data new data formats (e.g. RINEX 3) for Multi GNSS improved download possibilities Option: Web Service for RINEX-processing

EUREF Symposium Leipzig 2015Page 7 Precise levelling measurement uncertainty: ~0,6mm*sqrt[km] ~±1mm levelling differences

EUREF Symposium Leipzig 2015Page 8 Absolute gravity observations in Slovenia 2014

EUREF Symposium Leipzig 2015Page 9 Renewal of the Austrian Gravimeter Calibration Line at Hochkar Due to changes at the top end of the Hochkar Calibration Line (HCL), established 1982, the line was renewed and the absolute observations in Hochkar and Goestling were repeated. This line is used regularly for checking and calibrating the relative Gravimeters of Austria and some neighboring countries.