SINEX Manipulation Software
|
|
|
- Beverly Melton
- 6 years ago
- Views:
Transcription
1 SINEX Manipulation Software John Dawson, Geoscience Australia 1
2 What is SINEX Solution (Software/technique) INdependent EXchange Format ments/ac/sinex/sinex_v202_pdf.pdf;jsessionid= e A625B4ACA5FCA5FC.live2? blob=publicationfile&v=2 Used by the IAG services (IGS, IVS, ILRS, IDS) Geocentric coordinates and velocities and associated variancecovariance information 2
3 Why is SINEX input International standard for exchanging geodetic solutions The International Terrestrial Reference Frame (ITRF) is provided in SINEX format Many geodetic tools provide SINEX e.g. AUSPOS 3
4 Software: rdsinex Open source tool (c code) Output text format SINEX Output text in various easy to read formats 4
5 SINEX Example 1/3 %=SNX 2.01 IGN 16:122:00000 IGN 79:215: :001:00000 C X V * FILE/COMMENT * File created by CATREF software (Z.Altamimi) -FILE/COMMENT * SITE/ID *CODE PT DOMES T _STATION DESCRIPTION APPROX_LON_ APPROX_LAT APP_H_ PERT A 50133M001 Perth, Australia TIDB A 50103M108 Tidbinbilla, NSW, Aust YAR1 A 50107M004 Mingenew, Australia CEDU A 50138M001 CEDU 50138M HOB2 A 50116M004 Hobart/Tasmania, Austr SITE/ID *
6 SINEX Example 2/3 +SOLUTION/EPOCHS *Code PT SOLN T Data_start Data_end Mean_epoch PERT A 1 C 94:004: :113: :058:43200 TIDB A 1 C 94:004: :177: :090:86394 YAR1 A 1 C 94:004: :230: :300:00000 PERT A 2 C 94:117: :030: :256:00000 CEDU A 1 C 94:136: :277: :024:00000 HOB2 A 1 C 94:187: :137: :345: SOLUTION/EPOCHS * SOLUTION/ESTIMATE *INDEX TYPE CODE PT SOLN _REF_EPOCH UNIT S ESTIMATED VALUE STD_DEV 1 STAX PERT A 1 10:001:00000 m E E-03 2 STAY PERT A 1 10:001:00000 m E E-03 3 STAZ PERT A 1 10:001:00000 m E E-03 4 VELX PERT A 1 10:001:00000 m/y E E-04 5 VELY PERT A 1 10:001:00000 m/y E E-04 6 VELZ PERT A 1 10:001:00000 m/y E E-04 6
7 SINEX Example 3/3 29 VELY CEDU A 1 10:001:00000 m/y E E VELZ CEDU A 1 10:001:00000 m/y E E STAX HOB2 A 1 10:001:00000 m E E STAY HOB2 A 1 10:001:00000 m E E STAZ HOB2 A 1 10:001:00000 m E E VELX HOB2 A 1 10:001:00000 m/y E E VELY HOB2 A 1 10:001:00000 m/y E E VELZ HOB2 A 1 10:001:00000 m/y E E-04 -SOLUTION/ESTIMATE * SOLUTION/MATRIX_ESTIMATE L COVA *PARA1 PARA2 PARA2+0 PARA2+1 PARA E E E E E E E E E E E E E E E-08 7
8 ITRF ITRF2014-IGS-TRF.SNX 3.9GB 51,751,012 lines 8
9 Using rdsinex example 1 XYZ coordinates $ rdsinex.exe REDX.SNX rdsinex: SINEX Translation Software, Geoscience Australia version 0.07 PERT M :001:00000 TIDB M :001:00000 YAR M :001:00000 PERT M :001:00000 CEDU M :001:00000 HOB M :001:00000 Normal Termination 9
10 Using rdsinex example 2 geographic coordinates $ rdsinex.exe -g REDX.SNX rdsinex: SINEX Translation Software, Geoscience Australia version 0.07 PERT M :001:00000 TIDB M :001:00000 YAR M :001:00000 PERT M :001:00000 CEDU M :001:00000 HOB M :001:00000 Normal Termination 10
11 Using rdsinex example 3 geographic velocities $ rdsinex -V REDX.SNX rdsinex: SINEX Translation Software, Geoscience Australia version 0.07 PERT M TIDB M YAR M PERT M CEDU M HOB M Normal Termination 11
12 Using rdsinex example 4 baselines $ rdsinex -b REDX.SNX rdsinex: SINEX Translation Software, Geoscience Australia version 0.07 # FROM STATION TO STATION PERT M PERT M001 DXYZ :001 PERT M TIDB M108 DXYZ :001 PERT M YAR M004 DXYZ :001 PERT M PERT M001 DXYZ :001 PERT M CEDU M001 DXYZ :001 PERT M HOB M004 DXYZ :001 Normal Termination 12
13 Using rdsinex example 4 changing the reference epoch $ rdsinex -e05:001 REDX.SNX rdsinex: SINEX Translation Software, Geoscience Australia version 0.09 PERT M :001:00000 TIDB M :001:00000 YAR M :001:00000 PERT M :001:00000 CEDU M :001:00000 HOB M :001:00000 Normal Termination 13
14 Using rdsinex example 5 changing the reference epoch but apply an external plate model 14
15 Using rdsinex example 5 changing the reference epoch but apply an external plate model (Altamim et al, 2012) 15
16 AUSPOS Thank you for using AUSPOS 2.2 released on 1 June A report of your GPS processing, job number #0721, is attached to this message. An additional copy of this report can also be found, for a short time only, at: ftp://ftp.ga.gov.au/geodesy-outgoing/apps/ausposv2/0721/0721.pdf A SINEX file for your solution is also available from: ftp://ftp.ga.gov.au/geodesy-outgoing/apps/ausposv2/0721/ 16
17 Using rdsinex example 5 changing the reference epoch but apply an external plate model $ rdsinex.exe -e20:001 -E-0.411:1.036: APS SNX rdsinex: SINEX Translation Software, Geoscience Australia version 0.09 ASPA S006 P :001:00000 AUCK M001 P :001:00000 CHAT M001 P :001:00000 CORM M001 P :001:00000 FALE S001 P :001:00000 LAUT M002 P :001:00000 TAH S011 P :001:00000 TIDB M108 P :001:00000 TOW M001 P :001:00000 TUVA M001 P :001:00000 VANU M001 P :001:
Case Study of Australia
Case Study of Australia John Dawson, Geoscience Australia 1 Australia s Geodetic eco-system Geocentric Coordinates Observing Infrastructure Height Datum Geoid Models Tools Services Standards 2 Australia
Global Terrestrial Reference Systems and Frames: Application to the International Terrestrial Reference System/Frame
Global Terrestrial Reference Systems and Frames: Application to the International Terrestrial Reference System/Frame Zuheir ALTAMIMI Laboratoire de Recherche en Géodésie Institut National de l Information
The Victorian Seismic Zone 2011 GNSS Campaign Data Analysis
G E O S C I E N C E A U S T R A L I A The Victorian Seismic Zone 2011 GNSS Campaign Data Analysis G. Hu Record 2012/38 GeoCat # 74005 APPLYING GEOSCIENCE TO AUSTRALIA S MOST IMPORTANT CHALLENGES The Victorian
Reference frames and positioning
The APREF Project: an Improved Geodetic Infrastructure for Asia and the Pacific (4861) John Dawson (Australia), Graeme Blick (New Zealand), Manoj Deo, Guorong Hu and Gary Johnston (Australia) Reference
Current status of the ITRS realization
Current status of the ITRS realization Input data Principles for datum definition Combination strategies (3 CCs) Some notes on ITRF2005 Next ITRF solution (?) Zuheir Altamimi ITRS PC ITRF Input Data Up
The 2007 Tidbinbilla Local Tie Survey
The 2007 Tidbinbilla Local Tie Survey GEOSCIENCE AUSTRALIA RECORD 2007/XX by A. Woods 1 1. National Geospatial Reference Systems, Geohazards and Earth Monitoring Division, Geoscience Australia GPO Box
South Pacific Sea Level and Climate Monitoring Project
G E O S C I E N C E A U S T R A L I A South Pacific Sea Level and Climate Monitoring Project GPS Coordinate Time Series, 2007.0 to Manoj N. Deo, Guorong Hu, John Dawson and Minghai Jia Record 2012/34 GeoCat
RINEX Extensions to Handle Clock Information ********************************************
RINEX Extensions to Handle Clock Information ******************************************** Jim Ray, US Naval Observatory Werner Gurtner, University of Berne (Initial version, 27 August 1998) (Error in example
Vertical Reference Frame Pacific
Vertical Reference Frame Pacific Andrick Lal SPC Geoscience Division GIS&RS User Conference 29 th November 2016 USP, Fiji. What does it mean? All buildings and features have a height. But what is it relative
E. Calais Purdue University - EAS Department Civil 3273
E. Calais urdue University - EAS Department Civil 3273 ecalais@purdue.edu Need for a Reference Frame 1. ositions and velocities from geodetic measurements: Are not direct observations, but estimated quantities
Publ. Astron. Obs. Belgrade No. 91 (2012), REALIZATION OF ETRF2000 AS A NEW TERRESTRIAL REFERENCE FRAME IN REPUBLIC OF SERBIA
Publ. Astron. Obs. Belgrade No. 91 (2012), 199-206 Contributed paper REALIZATION OF ETRF2000 AS A NEW TERRESTRIAL REFERENCE FRAME IN REPUBLIC OF SERBIA D. BLAGOJEVIĆ and V. VASILIĆ Faculty of Civil Engineering,
PRECISE ORBIT DETERMINATION OF GPS SATELLITES FOR REAL TIME APPLICATIONS
J. Astron. Space Sci. 18(2), 129 136 (2001) GPS,,,, PRECISE ORBIT DETERMINATION OF GPS SATELLITES FOR REAL TIME APPLICATIONS Hyung-Chul Lim, Pil-Ho Park, Jong-Uk Park, Jung-Ho Cho, Yong-Won Ahn GPS Research
Next Generation Australian Datum. Permanent Committee on Geodesy, ICSM
Next Generation Australian Datum Permanent Committee on Geodesy, ICSM 2 Presentation: Next Generation Australian Datum Trends in the geospatial sector The Geocentric Datum of Australia 1994 (GDA94) Progress
Geodesy on the move. Craig Allinson. Dealing with dynamic coordinate reference systems. IOGP Geodesy Subcommittee. EPUG London, November 2017
Geodesy on the move Dealing with dynamic coordinate reference systems Craig Allinson IOGP Geodesy Subcommittee EPUG London, November 2017 Why the concern? A bridge too far Historic geodesy mental image
The many paths to a common ground: A comparison of transformations between GDA94 and ITRF
International Global Navigation Satellite Systems Society IGNSS Symposium 2011 University of New South Wales, Sydney, NSW, Australia 15 17 November 2011 The many paths to a common ground: A comparison
A Deformation Model to support a Next Generation Australian Geodetic Datum
A Deformation Model to support a Next Generation Australian Geodetic Datum Richard Stanaway, Surveying and Geospatial Engineering School of Civil and Environmental Engineering multi-gnss + augmentation
An Assessment of the Accuracy of PPP in Remote Areas in Oman
An Assessment of the Accuracy of PPP in Remote Areas in Oman Rashid AL ALAWI, Sultanate of Oman and Audrey MARTIN, Ireland Keywords: GNSS, PPP, Oman Survey Infrastructure SUMMARY Traditionally, high accuracy
Is the Australian Plate deforming? A space geodetic perspective
Geol. Soc. Australia Spec. Publ. 22, and Geol. Soc. America Spec. Pap. 372 (2003), 41 48 Is the Australian Plate deforming? A space geodetic perspective P. TREGONING Research School of Earth Sciences,
The APREF Project: First Results and Analysis
The APREF Project: First Results and Analysis Lennard Huisman 1*, John Dawson 2, and Peter J G Teunissen 1 1 GNSS Research, Curtin University of Technology, Australia, l.huisman@curtin.edu.au 2 Earth Monitoring
Deformation monitoring and analysis using Victorian regional CORS data
Journal of Global Positioning Systems (2005) Vol. 4, No. 1-2: 129-138 Deformation monitoring and analysis using Victorian regional CORS data Kefei Zhang 1, Youjian Hu 1,2, Gangjun Liu 1, Falin Wu 1 and
Rigid Plate Transformations to Support PPP and Absolute Positioning in Africa
Rigid Plate Transformations to Support PPP and Absolute Positioning in Africa Richard STANAWAY and Craig ROBERTS, Australia Key words: Rigid Plate Transformations, ITRF, Kinematic Datums, PPP SUMMARY PPP,
Global reference systems and Earth rotation
current realizations and scientific problems Aleksander Brzeziński 1,2, Tomasz Liwosz 1, Jerzy Rogowski 1, Jan Kryński 3 1 Department of Geodesy and Geodetic Astronomy Warsaw University of Technology 2
SIRGAS: Basis for Geosciences, Geodata, and Navigation in Latin America
SIRGAS: Basis for Geosciences, Geodata, and Navigation in Latin America Claudio Brunini President of SIRGAS Universidad Nacional de La Plata, Argentina María Virginia Mackern President of SIRGAS/WG-I:
Post-Processed Precise Point Positioning: A Viable Alternative?
Post-Processed Precise Point Positioning: A Viable Alternative? Thomas Grinter Survey Infrastructure and Geodesy, Land and Property Information NSW Department of Finance & Services Thomas.Grinter@lpi.nsw.gov.au
Report for 15th PCGIAP Meeting at 18th UNRCC-AP Working Group 1 Regional Geodesy
Report for 15th PCGIAP Meeting at 18th UNRCC-AP Working Group 1 Regional Geodesy Chairman Shigeru Matsuzaka, Japan - shigeru@gsi.go.jp Vice Chairman Prof. Pengfei Cheng, China - chengpf@casm.ac.cn John
Preparation for the ITRF2013. Zuheir Altamimi Xavier Collilieux Laurent Métivier IGN, France
Preparation for the ITRF2013 Zuheir Altamimi Xavier Collilieux Laurent Métivier IGN, France 1 Outline Introduction Solicited solutions Analysis Strategy Preparation for the ITRF2013: Combination tests
The International Terrestrial Reference System and ETRS89: Part II : ITRS & ETRS89 relationship
The International Terrestrial Reference System and ETRS89: Part II : ITRS & ETRS89 relationship Zuheir ALTAMIMI Laboratoire de Recherche en Géodésie Institut national de l information géographique et forestière
This presentation covers the following areas
Geodetic Datums and Coordinate Systems for Surveying and Mapping in Hong Kong FIG Working Week 2012 Rome, Italy 6-10 May Simon KWOK Hong Kong, China 1 This presentation covers the following areas Explains
Influence of the Reference Frame Alignment on Station Positions and Velocities: Global or Regional?
AGU Fall Meeting, San Francisco, USA, 15 19 December 2008 Influence of the Reference Frame Alignment on Station Positions and Velocities: Global or Regional? J. Legrand(1), N. Bergeot(1), C. Bruyninx(1),
DETERMINATION OF THE STATION COORDINATES FOR QUALITY CONTROL OF THE SATELLITE LASER RANGING DATA S.
DETERMINATION OF THE STATION COORDINATES FOR QUALITY CONTROL OF THE SATELLITE LASER RANGING DATA S. Schillak Space Research Centre of the Polish Academy of Sciences. Astrogeodynamic Observatory, Borowiec
Warkworth Observatory Local Tie Survey
2015 - Warkworth Observatory Local Tie Survey Complied by Land Information New Zealand Record A1387321 Contents Executive Summary... 5 Acknowledgements... 5 1. Introduction... 1 2. Site Description...
REGIONAL REFERENCE FRAMES: THE IAG PERSPECTIVE
REGIONAL REFERENCE FRAMES: THE IAG PERSPECTIVE João Agria Torres SPUIAGG IAG Sub-commission 1.3: Regional Reference Frames jatorres@iol.pt 1. About the IAG CONTENT 2. Objectives and organization of SC
Making Sense of Evolving Reference Frames for North America
Making Sense of Evolving Reference Frames for North America Mike Craymer Geodetic Survey Division, Natural Resources Canada Giovanni Sella U.S. National Geodesy Survey American Geophysical Union 2007 Joint
Lecture 2 Measurement Systems. GEOS 655 Tectonic Geodesy
Lecture 2 Measurement Systems GEOS 655 Tectonic Geodesy VLBI and SLR VLBI Very Long Baseline Interferometry SLR Satellite Laser Ranging Very Long Baseline Interferometry VLBI Geometric Delay δg S Baseline
EUREF Technical Note 1: Relationship and Transformation between the International and the European Terrestrial Reference Systems
EUREF Technical Note 1: Relationship and Transformation between the International and the European Terrestrial Reference Systems Zuheir Altamimi Institut National de l Information Géographique et Forestière
The International Terrestrial Reference System and ETRS89: Part I : General concepts
The International Terrestrial Reference System and ETRS89: Part I : General concepts Zuheir ALTAMIMI Laboratoire de Recherche en Géodésie Institut national de l information géographique et forestière (IGN),
GEODETIC NETWORK OF SAUDI ARABIA AND FIDUCIAL STATIONS. GFN OF Saudi Arabia in Based on ITRF2000 Datum
STUDIES OF TECTONIC MOVEMENTS IN SAUDI ARABIA USING CORS M. Al Rajhi, Ali Al Omar, R. Yanar, F. Kartal, K. Eren, SUBJECT TO TALKS BACKGROUND GEODETIC NETWORK OF SAUDI ARABIA AND FIDUCIAL STATIONS GFN OF
Assessment of the International Terrestrial Reference System 2014 realizations by Precise Orbit Determination of SLR Satellites
Deutsches Geodätisches Forschungsinstitut (DGFI-TUM) Technische Universität München Assessment of the International Terrestrial Reference System 2014 realizations by Precise Orbit Determination of SLR
Contributions of Geodesy to Oceanography
Contributions of Geodesy to Oceanography B. Tapley and J. Ries Center for Space Research, The University of Texas at Austin Dynamic Planet 2005 Cairns, Australia August 22-26, 2005 August 22-26, 2005 Dynam
Realisation of the New Zealand Geodetic Datum 2000
Realisation of the New Zealand Geodetic Datum 2000 Merrin Pearse 1 June 2000 Page 1 of 18 Contents 1 Introduction...3 2 Background...3 3 GPS Data Collection...5 4 Computation of ITRF96 coordinates at epoch
3.6 ITRS Combination Centres
3 Reports of IERS components 3.6.1 Deutsches Geodätisches Forschungsinstitut (DGFI) In 2010, the focus of the ITRS Combination Centre at DGFI was on the finalization of the ITRS realization DTRF2008, internal
The APREF Project. The Asia-Pacific regional geodetic
The GEODESY APREF Project The Asia-Pacifi c Reference Frame (APREF) is an initiative that recognizes the importance of improving the regional geodetic framework in the Asia-Pacifi c region Lennard Huisman
Torsten Mayer-Gürr Institute of Geodesy, NAWI Graz Technische Universität Graz
GGOS and Reference Systems Introduction 2015-10-12 Torsten Mayer-Gürr Institute of Geodesy, NAWI Graz Technische Universität Graz Torsten Mayer-Gürr 1 Course and exam Lecture Monday 14:00 16:00, A111 (ST01044)
Plate kinematics in the western Pacific derived from geodetic observations
JOURNAL OF GEOPHYSICAL RESEARCH, VOL. 107, NO. B1, 2020, 10.1029/2001JB000406, 2002 Plate kinematics in the western Pacific derived from geodetic observations Paul Tregoning Research School of Earth Sciences,
Positioning in the Pacific Islands
Positioning in the Pacific Islands Andrick Lal United Nations/Nepal Workshop on the Applications of Global Navigation Satellite Systems Kathmandu - Nepal 15 th December 2016 Presentation Outline Introduction
A decade of horizontal deformation from great earthquakes
JOURNAL OF GEOPHYSICAL RESEARCH, VOL.???, XXXX, DOI:0.09/, A decade of horizontal deformation from great earthquakes P. Tregoning, R. Burgette,, S.C. McClusky, S. Lejeune 4, C.S. Watson, H. McQueen Abstract.
Working Group 1. Geodetic Reference Frame. Activity Report. for. The UN-GGIM-AP Plenary Meeting
Regional Committee of United Nations Global Geospatial Information Management for Asia and the Pacific (UN-GGIM-AP) Established by a United Nations Resolution Working Group 1 Geodetic Reference Frame Activity
Week 02. Assist. Prof. Dr. Himmet KARAMAN
Week 02 Assist. Prof. Dr. Himmet KARAMAN Contents Satellite Orbits Ephemerides GPS Review Accuracy & Usage Limitation Reference Systems GPS Services GPS Segments Satellite Positioning 2 Satellite Orbits
TOWARDS ROBUST LOCALIZATION OF RTK-GPS TOPOGRAPHIC SURVEYS 23
TOWARDS ROBUST LOCALIZATION OF RTK-GPS TOPOGRAPHIC SURVEYS Jerry W. Nave, North Carolina A&T University; Tarig A. Ali, American University of Sharjah Abstract Localization is performed to fit the observed
The Kinematic Reference Frame for ITRF
The Kinematic Reference Frame for ITRF Hermann Drewes and Barbara Meisel Deutsches Geodätisches Forschungsinstitut Munich, Germany IERS Workshop, Potsdam, 10.10.2005 Motivation and Objectives The kinematic
Investigations into a Dynamic Geocentric Datum
Investigations into a Dynamic Geocentric Datum Jian Wang, Jinling Wang and Craig Roberts Abstract A dynamic geodetic datum is a datum that consists of coordinates and velocities of control points, which
The development and implementation of New Zealand Geodetic Datum 2000
The development and implementation of New Zealand Geodetic Datum 2000 D.B. Grant 1, G.H. Blick 2, M.B. Pearse 3, R.J. Beavan 4, P.J. Morgan 5 1 2 3 4 5 Land Information New Zealand, Private Box 5501, Wellington,
Modernising the Northern Territory s GRS
Modernising the Northern Territory s GRS Geospatial & GNSS CORS Forum Kuala Lumpur, Malaysia Amy Peterson; Rob Sarib DIPL Land Information Survey Services Sunday 16 October 2016 Presentation Outline Our
Tide Gauge Benchmark Monitoring Need for Reprocessing in Europe. Tilo Schöne & the IGS TIGA Working Group
Tide Gauge Benchmark Monitoring Need for Reprocessing in Europe Tilo Schöne & the IGS TIGA Working Group Vertical Tide Gauge Control Long-term stable and consistent frame to relate globally distributed
Local Ties Between the Reference Points at the. with the Transportable Integrated Geodetic Observatory (TIGO) in Concepcion/Chile
Local Ties Between the Reference Points at the Transportable Integrated Geodetic Observatory (TIGO) in Concepcion/Chile Wolfgang Schlüter 1, Hayo Hase 3, Rudolf Zernecke 2, Swetlana Becker 2, Thomas Klügel
GGOS Bureau for Standards and Conventions
GGOS D. Angermann (1), T. Gruber (2), J. Bouman (1), M. Gerstl (1), R. Heinkelmann (1), U. Hugentobler (2), L. Sánchez (1), P. Steigenberger (2) (1) Deutsches Geodätisches Forschungsinstitut (DGFI), München
GGOS. Global Geodetic Observing System. Carey Noll NASA GSFC (on behalf of GGOS) WDS Forum September 11, 2016
https://ntrs.nasa.gov/search.jsp?r=20160011397 2018-12-07T18:04:29+00:00Z GGOS Global Geodetic Observing System Carey Noll NASA GSFC (on behalf of GGOS) WDS Forum September 11, 2016 Global Geodetic Observing
CORS Network and Datum Harmonisation in the Asia-Pacific Region. Richard Stanaway and Craig Roberts
CORS Network and Datum Harmonisation in the Asia-Pacific Region Richard Stanaway and Craig Roberts School of Surveying and Spatial Information Systems University of New South Wales CORS Networks in the
ESTIMATES OF HORIZONTAL DISPLACEMENTS ASSOCIATED WITH THE 1999 TAIWAN EARTHQUAKE
ESTIMATES OF HORIZONTAL DISPLACEMENTS ASSOCIATED WITH THE 1999 TAIWAN EARTHQUAKE C. C. Chang Department of Surveying and Mapping Engineering Chung Cheng Institute of Technology, Taiwan, ROC ABSTRACT A
12/07/2013. Apparent sea level rise and earthquakes
Main collaborations: - P. Simeoni - M. N. Bouin - S. Calmant Valérie Ballu Valerie.ballu@univ-lr.fr Apparent sea level rise and earthquakes possibly the world s first community to be formally moved out
Memo : Specifications for reference frame fixing in the analysis of a EUREF GPS campaign
' ' 7 7 7 6 6 ' Memo : Specifications for reference frame fixing in the analysis of a EUREF GPS campaign Version 1 : 30-09-1993 Version 2 : 07-03-1995 Version 3 : 10-02-1997 Version 4 : 0-01-199 Version
International boundaries on a dynamic planet issues relating to plate tectonics and reference frame changes
International boundaries on a dynamic planet issues relating to plate tectonics and reference frame changes Presented at the FIG Working Week 2017, May 29 - June 2, 2017 in Helsinki, Finland D Grant (RMIT
The Global Geodetic Observing System (GGOS) of the International Association of Geodesy, IAG
The Global Geodetic Observing System (GGOS) of the International Association of Geodesy, IAG Hans-Peter Plag (1), Markus Rothacher (2), Richard Gross (3), Srinivas Bettadpur (4) (1) Nevada Bureau of Mines
Title: Impact of Regional Reference Frame Definition on Geodynamic Interpretations
Author manuscript, published in "Journal of Geodynamics 49, 3-4 (2010) 116" DOI : 10.1016/j.jog.2009.10.002 Title: Impact of Regional Reference Frame Definition on Geodynamic Interpretations Authors: J.
IGS Reprocessing. and First Quality Assessment
IGS Reprocessing Summary of Orbit/Clock Combination and First Quality Assessment Gerd Gendt, GeoForschungsZentrum Potsdam Jake Griffiths, NOAA/National Geodetic Survey Thomas Nischan, GeoForschungsZentrum
Fundamental Station Wettzell - geodetic observatory -
Fundamental Station Wettzell - geodetic observatory - Wolfgang Schlüter Bundesamt für Kartographie und Geodäsie, Fundamental Station Wettzell Germany Radiometer Workshop, Wettzell, 10.10.06 Evolvement
Homework #1 Solution: March 8, 2006
12.540 Homework #1 Solution: March 8, 2006 Question 1: (a) Convert geodetic position 290 deg Long 42 deg latitude ellipsoidal height 0 m into Cartesian and geocentric coordinates. (b) How far apart on
A Strategic Plan for Geodesy in Sweden. Mikael Lilje Lars E. Engberg Geodesy Department Lantmäteriet Sweden
A Strategic Plan for Geodesy in Sweden Mikael Lilje Lars E. Engberg Geodesy Department Lantmäteriet Sweden Our vision is to be able to meet Swedish society s needs for a homogeneous, sustainable geodetic
HIMALAYAN AIRBORNE GRAVITY AND GEOID OF NEPAL
Mt. Everest HIMALAYAN AIRBORNE GRAVITY AND GEOID OF NEPAL -Niraj Manandhar Head, Geodetic Survey Branch Survey Department, Geodetic Survey Branch Project Background Air Borne Gravity Survey Project was
El proyecto Sistema de Observación Geodésico Global [Global Geodetic Observing System (GGOS)] de la Asociación Internacional de Geodesia (IAG)
![El proyecto Sistema de Observación Geodésico Global [Global Geodetic Observing System (GGOS)] de la Asociación Internacional de Geodesia (IAG)](/thumbs/79/79010389.jpg "El proyecto Sistema de Observación Geodésico Global [Global Geodetic Observing System (GGOS)] de la Asociación Internacional de Geodesia (IAG)")
El proyecto Sistema de Observación Geodésico Global [Global Geodetic Observing System (GGOS)] de la Asociación Internacional de Geodesia (IAG) Hermann Drewes Deutsches Geodätisches Forschungsinstitut (DGFI)
On the Use of Crustal Deformation Models. in the Management of ETRS89 Realizations in Fennoscandia
On the Use of Crustal Deformation Models Presented at the FIG Working Week 2017, May 29 - June 2, 2017 in Helsinki, Finland in the Management of ETRS89 Realizations in Fennoscandia Martin Lidberg, Jonas
Towards a Rigorous Combination of Space Geodetic Techniques
Towards a Rigorous Combination of Space Geodetic Techniques Markus Rothacher Forschungseinrichtung Satellitengeodäsie, TU Munich, Germany Abstract: The with all its different components and products, ranging
A Unique Reference Frame: Basis of the Global Geodetic Observing System (GGOS) for Geodynamics and Global Change
SRTM (InSAR) A Unique Reference Frame: Basis of the Global Geodetic Observing System (GGOS) for Geodynamics and Global Change Hermann Drewes President IAG Commission 1 Reference Frames Deutsches Geodätisches
STATISTICAL EVALUATION OF THE STABILITY OF VLBI, SLR, DORIS AND GPS STATIONS
STATISTICAL EVALUATION OF THE STABILITY OF VLBI, SLR, DORIS AND GPS STATIONS K. Le Bail (1), O. de Viron (), M. Feissel-Vernier (3), (1) Institut Géographique National/LAREG, Marne La Vallée, France and
Frames for the Future New Datum Definitions for Modernization of the U.S. National Spatial Reference System
Figure 10. Horizontal position differences (in meters) between NAD 83 and ITRF 08 at time 2022.00 (January 1, 2022). Positional differences are shown for the North American and Pacific tectonic plates.
IGS10, Newcastle upon Tyne England, 28 June 2 July, 2010 Combination of the reprocessed IGS Analysis Center SINEX solutions
Combination of the reprocessed IGS Analysis Center SINEX solutions Rémi Ferland Geodetic Survey Division Contents Introduction Contribution Combined Products: Coordinates ERP s Apparent Geocenter Summary
The 3-D Global Spatial Data Model: Geometrical Foundation of the Global Spatial Data Infrastructure
The 3-D Global Spatial Data Model: Geometrical Foundation of the Global Spatial Data Infrastructure Earl F. Burkholder, PS, PE Annotated Table of Contents July 8,2006 I. The Global Spatial Data Model (GSDM)
CHILEAN PART OF SIRGAS REFERENCE FRAME, REALIZATION, ADOPTION, MAINTENANCE AND ACTUAL STATUS. Geodesy for Planet Earth IAG 2009, Buenos Aires
CHILEAN PART OF SIRGAS REFERENCE FRAME, REALIZATION, ADOPTION, MAINTENANCE AND ACTUAL STATUS Geodesy for Planet Earth IAG 2009, Buenos Aires Ing. Héctor Parra hparra@igm.cl, IGM Chile Dr. Juan Báez jbaez@udec.cl,
Call for space geodetic solutions corrected for non-tidal atmospheric loading (NT-ATML) at the observation level
Call for space geodetic solutions corrected for non-tidal atmospheric loading (NT-ATML) at the observation level Xavier Collilieux, Tonie van Dam, Zuheir Altamimi Outline: Context Why correcting for non-tidal
Realizing a geodetic reference frame using GNSS in the presence of crustal deformations: The case of Greece
Realizing a geodetic reference frame using GNSS in the presence of crustal deformations: The case of Greece M. Gianniou National Cadastre and Mapping Agency S.A. Outline 1. Introduction 2. Deformation
A decade of horizontal deformation from great earthquakes
JOURNAL OF GEOPHYSICAL RESEARCH: SOLID EARTH, VOL. 118, 2371 2381, doi:10.1002/jgrb.50154, 2013 A decade of horizontal deformation from great earthquakes P. Tregoning, 1 R. Burgette, 2,4 S. C. McClusky,
Strain accumulation studies between Antarctica and India through geodetic tying of two continents from continuous GPS measurements
Indian Journal of Marine Sciences Vol. 37(4), December 2008, pp. 404-411 Strain accumulation studies between Antarctica and India through geodetic tying of two continents from continuous GPS measurements
Effect of Unmodelled Reference Frame Motion on InSAR Deformation Estimates
Effect of Unmodelled Reference Frame Motion on InSAR Deformation Estimates Hermann Bähr 1, Sami Samiei-Esfahany 2 and Ramon Hanssen 2 1 Karlsruhe Institute of Technology, Germany 2 Delft University of
Geographic Information Systems class # 1 February 19, Coordinate reference systems in GIS: geodetic coordinates
Geographic Information Systems class # 1 February 19, 2013 Coordinate reference systems in GIS: geodetic coordinates Manuel Campagnolo ISA Manuel Campagnolo (ISA) GIS/SIG 2012 2013 February 19, 2013 1
From Global to National Geodetic Reference Frames: how are they connected and why are they needed?
From Global to National Geodetic Reference Frames: how are they connected and why are they needed? Zuheir ALTAMIMI Institut National de l Information Géographique et Forestière, France Vice-President,
Very Long Baseline Interferometry for Geodesy and Astrometry
VieVS User-Workshop 2017 Very Long Baseline Interferometry for Geodesy and Astrometry Johannes Böhm VLBI How does it work? VLBI a flowchart SINEX skd vex2 drudge drudge snp/prc snp/prc NGS Mark4 Mark4
Geocentric Datum of Australia - GDA
Geocentric Datum of Australia - GDA Supporting GDA94 ARC/INFO 7.2.1 ArcView 3.1 An ESRI Australia White Paper September 1999 White Paper Series OVERVIEW... 1 INTRODUCTION... 1 PART 1 ESRI SOLUTION... 2
Update on the International Terrestrial Reference Frame (ITRF) : ITRF2014. Zuheir Altamimi
Update on the International Terrestrial Reference Frame (ITRF) : ITRF2014 Zuheir Altamimi Head of the IERS ITRF Product Center IAG Vice President IGN, France E-mail: zuheir.altamimi@ign.fr Key Points Introduction:
Tectonics of the terrestrial litosphere in spherical harmonics
Journal of Physics: Conference Series PAPER OPEN ACCESS Tectonics of the terrestrial litosphere in spherical harmonics To cite this article: A V Mokhnatkin et al 2016 J. Phys.: Conf. Ser. 769 012007 View
A National Geocentric Datum and the Administration of Marine Spaces in Malaysia 2
A National Geocentric Datum and the Administration of Marine Spaces in Malaysia 2 CheeHai TEO 3 and Ahmad FAUZI 4 Abstract Malaysia is a country with two primary land masses, Peninsular Malaysia and East
Options for Modernising the Geocentric Datum of Australia
Options for Modernising the Geocentric Datum of Australia Joel Haasdyk Nic Donnelly Dr. Craig Harrison Survey Infrastructure and Geodesy National Geodetic Office Geoscience Australia NSW Land and Property
FORMAT FOR TECHNICAL PAPERS
TOWARDS A MODERNIZED GEODETIC DATUM FOR NEPAL: OPTIONS FOR DEVELOPING AN ACCURATE TERRESTRIAL REFERENCE FRAME FOLLOWING THE APRIL 25, 2015 MW7.8 GORKHA EARTHQUAKE Chris PEARSON 1, Niraj MANANDHA 2 ABSTRACT
Economic and Social Council
KLOO-OOOQ UNITED NATIONS E Economic and Social Council Distr LIMITED E/CONF.92/L. 11 11 April 2000 ORIGINAL: ENGLISH FIFTEENTH UNITED NATIONS REGIONAL CARTOGRAPHIC CONFERENCE FOR ASIA AND THE PACIFIC Kuala
arxiv:physics/ v1 [physics.geo-ph] 29 Jul 2004
![arxiv:physics/ v1 [physics.geo-ph] 29 Jul 2004](/thumbs/94/119448888.jpg "arxiv:physics/ v1 [physics.geo-ph] 29 Jul 2004")
Computation of a homogeneous coordinate time series for European GPS stations by reprocessing of the weekly EPN solutions arxiv:physics/713v1 [physics.geo-ph] 9 Jul Natalia Panafidina, Zinovy Malkin Institute
SINEX BIAS Solution (Software/technique) INdependent EXchange Format for GNSS Biases Version 1.00
SINEX BIAS Solution (Software/technique) INdependent EXchange Format for GNSS Biases Version 1.00 Stefan Schaer swisstopo/aiub stefan.schaer@aiub.unibe.ch June 29, 2011 (Draft V0.01) September 23, 2015
IGS-related multi-gnss activities at CODE
IGS-related multi-gnss activities at CODE Lars Prange (1), Rolf Dach (1) Simon Lutz (1), Stefan Schaer (2), Adrian Jäggi (1) (1) Astronomical Institute, University of Bern, Switzerland source: http://boris.unibe.ch/57698/
3.3 Analysis Coordinator
1. Introduction 2. Analysis of ITRF2014 post-seismic parameterization In this report we outline the activities of the Analysis Coordinator during 2015. The main activities were analysis of the ITRF2014
Geodetic Department KTIMATOLOGIO S.A. (Hellenic Cadastre) K. Katsampalos, C. Kotsakis Department of Geodesy and Surveying
Realization of ETRS89 in Greece by the HEPOS network M. Gianniou i Geodetic Department KTIMATOLOGIO S.A. (Hellenic Cadastre) mgianniu@ktimatologio.gr K. Katsampalos, C. Kotsakis Department of Geodesy and
INTERNATIONAL SLR SERVICE
ARTIFICIAL SATELLITES, Vol. 46, No. 4 2011 DOI: 10.2478/v10018-012-0004-z INTERNATIONAL SLR SERVICE Stanisław Schillak Space Research Centre, Polish Academy of Sciences Astrogeodynamic Observatory, Borowiec
The Ohio State University IGS LEO/GPS Pilot Project: Status and Future Plans
The Ohio State University IGS LEO/GPS Pilot Project: Status and Future Plans Dorota Brzezinska, Jay Kwon and C. K. Shum Department of Civil and Environmental Engineering and Geodetic Science OSU The Ohio