Space Geodesy Facility, Herstmonceux – HERL and HERS.

Slides:

Advertisements

Similar presentations

Earth, Atmospheric and Planetary Sciences Massachusetts Institute of Technology 77 Massachusetts Avenue | A | Cambridge MA V F.

Advertisements

Armasuisse Swiss Federal Office of Topography swisstopo National Report of Switzerland E. Brockmann, D. Ineichen, M. Kistler, U. Marti, S. Schaer, A. Schlatter,

1 Establishing Global Reference Frames Nonlinar, Temporal, Geophysical and Stochastic Aspects Athanasios Dermanis Department of Geodesy and Surveying The.

NGS Updates MARTI IKEHARA, Geodetic Advisor CLSA Monterey Chapter June 2011.

2-3 November 2009NASA Sea Level Workshop1 The Terrestrial Reference Frame and its Impact on Sea Level Change Studies GPS VLBI John Ries Center for Space.

LINDA MORGAN PRINCIPAL CONSULTANT – SPATIAL POSITIONING WESTERN AUSTRALIA SURVEYING CONFERENCE 2013 Geodetic Stuff You Need to Know: Datums, Standards.

Effects of azimuthal multipath heterogeneity and hardware changes on GPS coordinate time series Sibylle Goebell, Matt King

Footprint Observations at the Fundamental Station Wettzell Wolfgang Schlüter Thomas Klügel Christian Schade Bundesamt für Kartographie und Geodäsie Fundamentalstation.

Employment of a Permanent Monitoring GPS Network at the Seismic Area of Volvi, Greece P. D. Savvaidis, I. M. Ifadis Aristotle University of Thessaloniki,

Coordinate Systems in Malaysia

Attempts to separate apparent observational range bias from true geodetic signals Graham Appleby, Philip Gibbs, Matthew Wilkinson, Vicki Smith Space Geodesy.

The IGS contribution to ITRF2014 Paul Rebischung, Bruno Garayt, Zuheir Altamimi, Xavier Collilieux 26th IUGG General Assembly, Prague, 28 June.

GPS Accuracy Testing Using: “RTK” (Real Time Kinematic) & “One Step Transformations” (Site Calibrations)

Workshop, Miami, June 2008 ITRF2005 residuals and co-location tie issues Zuheir Altamimi IGN, France Some features of ITRF2005 residuals ITRF2005 vs IGS05.

Recent IERS Site Survey of Multiple Co-located Geodetic Techniques by NGS Kendall Fancher, Dru Smith, Steve Breidenbach, Jeff Olsen, Nagendra Paudel NOAA’s.

GPS & Total Station Basics

Mission Planning and SP1. Outline of Session n Standards n Errors n Planning n Network Design n Adjustment.

ALIGNMENT DESIGN AND STATUS OF TAIWAN PHOTON SOURCE WEI-YANG LAI October,

Linking GPS to Tide Gauges and Tide Gauge Benchmarks Tilo Schöne GeoForschungsZentrum Potsdam Understanding Sea-level Rise and Variability, WCRP Workshop,

A New & Improved National Spatial Reference System Refinements of the North American Datum of 1983 through the Multi-Year CORS Solution and the National.

SRI Seminar 2005 Time series of GPS stations For reference, monitoring and geophysics Günter Stangl Federal Office of Metrology and Surveying.

NGS GPS ORBIT DETERMINATION Positioning America for the Future NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION National Ocean Service National Geodetic.

Heavy & Highway GNSS & Total Stations Basics

AUSTRALIAN LOCAL TIE SURVEYS. 27 May 2004 PLAN OF PRESENTATION Stromlo Network Design Monument Design Calibration Targets Instrumentation and Methodology.

IGS Analysis Center Workshop, 2-6 June 2008, Florida, USA GPS in the ITRF Combination D. Angermann, H. Drewes, M. Krügel, B. Meisel Deutsches Geodätisches.

Geodetic Networks: The Supporting Framework Terrestrial Reference Frame is ‘Critical Infrastructure’ for all Earth science research and applications. Global.

Toby Shoobridge David Benham NERC Space Geodesy Facility Herstmonceux, UK

1 AOGS 2012, Singapore, Aug 13-17, 2012 Surveying co-located GNSS/VLBI/SLR Stations In China Xiuqiang Gong, Yunzhong Shen, Junping Chen, Bin Wu Shanghai.

Determination of seasonal geocenter variations from DORIS, GPS and SLR data.

SPACE GEODESY NETWORK & ITRF Z Minchul LEE 1.

Deformation Analysis in the North American Plate’s Interior Calais E, Purdue University, West Lafayette, IN, Han JY,

01/0000 HEO and Daylight Ranging “Reality and Wishes” Ramesh Govind ILRS Fall Workshop, 4 th October 2005.

AGU Fall meeting Quality assessment of GPS reprocessed Terrestrial Reference Frame 1 IGN/LAREG and GRGS 2 University of Luxembourg X Collilieux.

The ICRF, ITRF and VLBA Chopo Ma NASA’s Goddard Spaceflight Center.

National Geodetic Survey – Continuously Operating Reference Stations & Online Positioning User Service (CORS & OPUS) William Stone Southwest Region (UT,

Testing intraplate deformation in the North American plate interior E. Calais (Purdue Univ.), C. DeMets (U. Wisc.), J.M. Nocquet (Oxford and IGN) ● Is.

Assessment of Reference Frame Stability trough offset detection in GPS coordinate time series Dragan Blagojević 1), Goran Todorović 2), Violeta Vasilić.

The Mission: In order to produce luminosities appropriate for Run II levels, a better understanding of the Tevatron’s orbit would be required. To do that,

OS Net ™ Ordnance Survey's RTK GPS Network Mark Greaves Geodetic Analyst, Ordnance Survey 7 th May 2006.

Introduction Ian Thomas, Matt King, Peter Clarke, Nigel Penna, David Lavallée Global GPS Processing strategy Conclusions and Future Work The preliminary.

Geocenter Variations Derived from GRACE Data Z. Kang, B. Tapley, J. Chen, J. Ries, S. Bettadpur Joint International GSTM and SPP Symposium GFZ Potsdam,

CLIC survey and alignment 1 CLIC CES meeting STARTSLIDE CLIC SURVEY AND ALIGNMENT Hélène MAINAUD DURAND.

Three-Method Absolute Antenna Calibration Comparison Andria Bilich (1), Martin Schmitz (2), Barbara Görres (3), Philipp Zeimetz (3), Gerald Mader (1),

NGS Updates MARTI IKEHARA, Geodetic Advisor CLSA Marin Chapter June 2011.

Reference Frame Theory & Practice: Implications for SNARF SNARF Workshop 1/27/04 Geoff Blewitt University of Nevada, Reno.

Application of a North America reference frame to the Pacific Northwest Geodetic Array (PANGA) M M Miller, V M Santillan, Geodesy Laboratory, Central Washington.

Earth Surface and Interior Focus Area Space Geodetic Networks for Maintaining the Reference Frame Geodesy's Critical Contributions to NASA (Earth Science)

Principles of the Global Positioning System Lecture 02 Prof. Thomas Herring Room A;

NATO Workshop Veszprem 2004 Recent Monitoring of Crustal Movements in the Eastern Mediterranean The Usage of GPS Measurements G. Stangl, Federal Office.

Survey, Alignment and Metrology Fiducials Requirements Fabien Rey ESS Survey, Alignment and Metrology Group ACCELERATOR TECHNICAL BOARD 23/09/2015.

Water vapour estimates over Antarctica from 12 years of globally reprocessed GPS solutions Ian Thomas, Matt King, Peter Clarke Newcastle University, UK.

Geodetic Networks: The Supporting Framework Terrestrial Reference Frame is ‘Critical Infrastructure’ for all Earth science research and applications. Global.

Workshop, Miami, June 2008 IGS Contribution to ITRF Zuheir Altamimi & Xavier Collilieux IGN, France.

Site Surveys at HartRAO NERC Space Geodesy Facility, Herstmonceux ILRS Fall 2005 Workshop 3 October 2005 Ludwig Combrinck HartRAO Space Geodesy Programme.

Thessaloniki Continuous Reference GPS Station: Initial Estimation of Position P.Savvaidis, I. Ifadis, K. Lakakis Laboratory of Geodesy Department of Civil.

Vertical velocities at tide gauges from a completely reprocessed global GPS network of stations: How well do they work? G. Wöppelmann 1, M-N. Bouin 2,

Armasuisse Swiss Federal Office of Topography swisstopo Determination of Tectonic Movements in the Swiss Alps using GNSS and Levelling E. Brockmann, D.

NAPEOS: The ESA/ESOC Tool for Space Geodesy

11-12 April 2005NASA Sea Level Workshop1 SPACE GEODETIC MEASUREMENT SYSTEM FOR GLOBAL SEA LEVEL CHANGE "In all things it is a good idea to hang a question.

Importance of SLR in the Determination of the ITRF Zuheir Altamimi IGN, France Geoscience Australia, Canberra, August 29, 2005 SLR Strength: its contribution.

B. S. Schmeing 23-September-2009 Automated measurement of local ties and antenna parameters Benno Schmeing University of Bonn, IGG Benno Schmeing University.

Determination of the SLR station coordinates and velocities on the basis of laser observations of low satellites Paweł Lejba, Stanisław Schillak Space.

Insensitivity of GNSS to geocenter motion through the network shift approach Paul Rebischung, Zuheir Altamimi, Tim Springer AGU Fall Meeting 2013, San.

29 August 2005Geosciences Australia1 Space Geodesy, SLR and Global Sea Level Change John Ries Canberra, Australia August 29,,2005.

Geodetic Control and Datums Where is it? How Accurately can we map it?

Company LOGO Technology and Application of Laser Tracker in Large Space Measurement Yang Fan, Li Guangyun, Fan Baixing IWAA2014 in Beijing, China Zhengzhou.

Site survey and co-location

Contemporary Horizontal and Vertical Deformation of the Tien Shan

Geodesy & Crustal Deformation

X SERBIAN-BULGARIAN ASTRONOMICAL CONFERENCE 30 MAY - 3 JUNE, 2016, BELGRADE, SERBIA EARTH ORIENTATION PARAMETERS AND GRAVITY VARIATIONS DETERMINED FROM.

Presentation transcript:

Space Geodesy Facility, Herstmonceux – HERL and HERS

SGF: view from HERT GPS/GLONASS antenna, 100m distant

Site Survey History 1983 measurement of SLR fiducial point and distances to calibration targets’ markers, within a local frame; 1988 re-measured; set of witness marks set up; 1991 Re-measured, plus inclusion of new HERS (Rogue) antenna marker. Station marker, on SLR pier, established. All three surveys carried out by UK Ordnance Survey; OS conclusion: in all cases, distances from SLR to calibration targets stable to better than 1mm over this time period.

Schematic – SLR axis and monument

Schematic – calibration targets

Schematic – GPS network

More recent surveys 2 surveys in 2002: (UCL MSc projects) –1: novel centre-of-rotation of SLR telescope via EDM and angle measurements from GPS-surveyed locations; –2: standard GPS survey of calibration targets and monument on SLR Pillar. 1: discrepancy cf OS survey in vectors from SLR to targets and to HERS GPS marker at level of up to 8mm 2: agreement of vector from Pillar to HERS with OS survey at level of 1mm.

More recent surveys Further survey in 2003 specifically to look at distance between SLR and calibration targets; Confirmed OS (1991) distance to primary target; Highlighted some problems with distances to two other calibration targets at ~4mm level To Do – re-determine local tie from SLR to HERT (GPS/GLONASS).

SLR – GPS (HERS) tie No evidence for error >1mm in site-log value of tie vector from 1991, 2002 surveys; However: problems in HERS data from April 1999 – June 2001 caused IGS to determine new coordinates with 14mm East shift –> Two coordinates for HERS in ITRF 2000; Second coordinate is spurious, resulting from antenna fault; Automated HERS (and HERT) daily QC via network and differential site solutions now removes risk of erroneous data being deposited at data centres.

Site stability or reflection of global geocentre motion?