SLR in the age of GPS Frank G. Lemoine, Scott B. Luthcke, Nikita P Zelensky Brian D. Beckley Code 697, Space Geodesy Laboratory NASA Goddard Space Flight.

Slides:



Advertisements
Similar presentations
RA-2 M. Roca 1, R. Francis 1, C. Zelli 2, S. Laxon 3, H. Jackson 1 and all the Absolute Calibration Team RA-2 Absolute Range and Sigma-0 Calibration &
Advertisements

Draft Recommendations subtitle here. Recommendation 1 The study groups from this workshop continue to collaborate with the goal of reporting progress.
Retracking & SSB Splinter OSTST ‘07 Retracking and SSB Splinter Report Juliette Lambin and Phil Callahan March 14, 2007 Hobart, Tasmania.
ILRS Workshop, 2008, A 33 Year Time History of the J2 Changes from SLR Minkang Cheng and Byron D. Tapley Center for Space Research.
POD/Geoid splinter March 14, 2007 J.P. Berthias Ocean Topography Science Team Meeting - Hobart, Australia – March 2007.
Reference Frames for GPS Applications and Research
Effect of Surface Loading on Regional Reference Frame Realization Hans-Peter Plag Nevada Bureau of Mines and Geology and Seismological Laboratory University.
Coastal Altimetry Workshop February 5-7, 2008 Organized by: Laury Miller, Walter Smith: NOAA/NESDIS Ted Strub, Amy Vandehey: CIOSS/COAS/OSU With help from.
A quick GPS Primer (assumed knowledge on the course!) Observables Error sources Analysis approaches Ambiguities If only it were this easy…
POD/Geoid Splinter Summary OSTS Meeting, Hobart 2007.
MR P.Durkee 5/20/2015 MR3522Winter 1999 MR Remote Sensing of the Atmosphere and Ocean - Winter 1999 Active Microwave Radar.
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.
Limits of static processing in a dynamic environment Matt King, Newcastle University, UK.
The Four Candidate Earth Explorer Core Missions Consultative Workshop October 1999, Granada, Spain, Revised by CCT GOCE S 43 Science and.
ASIC**3 Workshop -- May 2006 Measuring Global Sea Level Rise With Satellite Radar Altimetry ASIC**3 Workshop -- May 2006 Laury Miller NOAA/NESDIS Lab for.
Sea Level Change Observation Status on the elements of the puzzle Christian Le Provost LEGOS / CNRS Toulouse, France.
Monitoring Jason-1 and TOPEX/POSEIDON from a California Offshore Platform: Latest Results from the Harvest Experiment Bruce Haines and Shailen Desai Jet.
Monitoring the Global Sea Level Rise Budget with Jason, Argo and GRACE Observations Eric Leuliette and Laury Miller NOAA/Laboratory for Satellite Altimetry.
University of Colorado Boulder ASEN 5070: Statistical Orbit Determination I Fall 2014 Professor Brandon A. Jones Lecture 37: SNC Example and Solution Characterization.
DORIS - DAYS Toulouse May 2-3, 2000 DORIS Doppler Orbitography and Radiopositioning Integrated by Satellite  Basic system concept  Main missions  Schedules.
ODINAFRICA/GLOSS Sea Level Training Course
ET- 3rd Indo-French Workshop on Megha-Tropiques, October ALTIKA / OCEANSAT3 ISRO / CNES mission Prepared by E. Thouvenot (CNES)
Mission Planning and SP1. Outline of Session n Standards n Errors n Planning n Network Design n Adjustment.
Linking GPS to Tide Gauges and Tide Gauge Benchmarks Tilo Schöne GeoForschungsZentrum Potsdam Understanding Sea-level Rise and Variability, WCRP Workshop,
NGS GPS ORBIT DETERMINATION Positioning America for the Future NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION National Ocean Service National Geodetic.
OC3522Summer 2001 OC Remote Sensing of the Atmosphere and Ocean - Summer 2001 Active Microwave Radar.
E. C. Pavlis Geoscience Australia Seminar Canberra, Australia 29 August, 2005 Implications of SLR Network Variations On Geodetic and Geophysical Products.
Regional and Global Measurements: The Reference Frame for Understanding Observations Geoff Blewitt University of Nevada, Reno, USA Zuheir Altamimi IGN,
Space Geodesy (1/3) Geodesy provides a foundation for all Earth observations Space geodesy is the use of precise measurements between space objects (e.g.,
Geodetic Networks: The Supporting Framework Terrestrial Reference Frame is ‘Critical Infrastructure’ for all Earth science research and applications. Global.
IRI Workshop 2005 TEC Measurements with Dual-Frequency Space Techniques and Comparisons with IRI T. Hobiger, H. Schuh Advanced Geodesy, Institute of Geodesy.
Sea Level Change Measurements: Estimates from Altimeters Understanding Sea Level Rise and Variability June 6-9, 2006 Paris, France R. S. Nerem, University.
Determination of seasonal geocenter variations from DORIS, GPS and SLR data.
SPACE GEODESY NETWORK & ITRF Z Minchul LEE 1.
Geodetic Research Laboratory Department of Geodesy and Geomatics Engineering University of New Brunswick 01/06/27 S.Bisnath A NEW TECHNIQUE FOR GPS-BASED.
Philip Moore Jiasong Wang School of Civil Engineering and Geosciences University of Newcastle upon Tyne Newcastle upon Tyne NE1 7RU
01/0000 HEO and Daylight Ranging “Reality and Wishes” Ramesh Govind ILRS Fall Workshop, 4 th October 2005.
The ICRF, ITRF and VLBA Chopo Ma NASA’s Goddard Spaceflight Center.
OSTST Hobart 2007 – Performance assessment Jason-1 data M.Ablain, S.Philipps, J.Dorandeu, - CLS N.Picot - CNES Jason-1 GDR data Performance assessment.
Introduction Ian Thomas, Matt King, Peter Clarke, Nigel Penna, David Lavallée Global GPS Processing strategy Conclusions and Future Work The preliminary.
GRACE Mascons and Hydrological Data for the Continents: GRACE ACCESS D. Rowlands (1), F. Lemoine (1), S. Luthcke (1), S. Klosko (2), D. Chinn (2), K. Akoumany.
Recent Results from the Corsica Calibration Site P. Bonnefond (1), P. Exertier (1), O. Laurain (1), Y. Ménard (2), F. Boldo (3), E. Jeansou (4), G. Jan.
Earth Surface and Interior Focus Area Space Geodetic Networks for Maintaining the Reference Frame Geodesy's Critical Contributions to NASA (Earth Science)
Hobart Australia March 2007Willy Bertiger Ocean Surface Topography Science Team Meeting GPS-Based Precise Orbit Determination: Jason-1 Status Willy Bertiger,
EUM/OPS/VWG/11 Issue /06/2011 Yoke Yoon Yago Andres Christian Marquardt COSMIC GPS Data Processing Slide: 1.
Local and global calibration/validation P. Bonnefond, S. Desai, B. Haines, S. Nerem and N. Picot Jason-1 - T/P Sea Surface Height Formation Flying Phase.
Earth System Data Record of mass transport from time-variable gravity data Victor Zlotnicki 1, Matthieu Talpe 2, F. Lemoine 3, R. Steven Nerem 2, Felix.
Center for Satellite Applications and Research (STAR) Review 09 – 11 March 2010 Image: MODIS Land Group, NASA GSFC March 2000 Closing the Global Sea Level.
Towards the GEOSAT Follow-On Precise Orbit Determination Goals of High Accuracy and Near-Real-Time Processing Frank G. Lemoine Planetary Geodynamics Laboratory.
Earth Surface and Interior Focus Area Space Geodetic Networks for Maintaining the Reference Frame Geodesy's Critical Contributions to NASA (Earth Science)
Value of Node Closest to HARVEST = 150 mm Value of Node Closest to SENETOSA = 117 mm Value of Node Closest to BURNIE = 154 mm SOUTH Mean = mm  =
Improved Marine Gravity from CryoSat and Jason-1 David T. Sandwell, Emmanuel Garcia, and Walter H. F. Smith (April 25, 2012) gravity anomalies from satellite.
JASON2 Status in NOAA Gary Petti Office of Satellite Data Processing and Distribution.
12/12/01Fall AGU Vertical Reference Frames for Sea Level Monitoring Thomas Herring Department of Earth, Atmosphere and Planetary Sciences
Validation of the TMR and JMR Wet Path delay Measurements using GPS, SSM/I, and TMI Shailen Desai Shannon Brown Bruce Haines Wenwen Lu Victor Zlotnicki.
NAPEOS: The ESA/ESOC Tool for Space Geodesy
Jason-1 POD reprocessing at CNES Current status and further developments L. Cerri, S. Houry, P. Perrachon, F. Mercier. J.P. Berthias with entries from.
1 July 20, 2000 Geosat Follow-On An examination from an operational point of view Impact on operational products Overall system performance (from sensor.
29 August 2005Geosciences Australia1 Space Geodesy, SLR and Global Sea Level Change John Ries Canberra, Australia August 29,,2005.
Formosat-3/COSMIC WorkshopNov 28 - Dec 1, 2006Taipei, Taiwan Estimates of the precision of LEO orbit determination and GPS radio occultations from the.
C. Shum, C. Zhao, Y. Yi, and P. Luk The Ohio State University GFO Calibration/Validation Meeting NOAA Laboratory for Satellite Altimetry Silver Spring,
Limits of static processing in a dynamic environment Matt King, Newcastle University, UK.
Astronomical Institute University of Bern 1 Astronomical Institute, University of Bern, Switzerland * now at PosiTim, Germany 5th International GOCE User.
ESA Climate Change Initiative Sea-level-CCI project A.Cazenave (Science Leader), G.Larnicol /Y.Faugere(Project Leader), M.Ablain (EO) MARCDAT-III meeting.
Thomas Herring, IERS ACC, MIT
Geodesy & Crustal Deformation
Agenda Background and Motivation
The next 3 figures are from the Ocean Pathfinder Project at NASA/GSFC The next 3 figures are from the Ocean Pathfinder Project at NASA/GSFC. Compliments.
CNES-CLS Dynamical modelling of GPS orbits
Presentation transcript:

SLR in the age of GPS Frank G. Lemoine, Scott B. Luthcke, Nikita P Zelensky Brian D. Beckley Code 697, Space Geodesy Laboratory NASA Goddard Space Flight Center Greenbelt, Maryland, U.S.A. Geoscience Australia Canberra, Australia, August 29, 2005

Over the past decade significant advances in the Global Positioning System (GPS), and GPS data processing algorithms and data distribution, have positioned this technology as the primary tracking to support Precise Orbit Determination (POD) in the new era of geodetic satellites. Jason-1 ICESat CHAMP GRACE A new generation of geodetic missions all carry aboard a dual frequency codeless GPS receiver (BlackJack) as the primary tool for precise orbit determination (POD). They also carry an SLR Retroreflector.

Precision Orbit Determination (POD) is a fundamental component in meeting the science goals of geodetic spaceflight missions. For satellite radar and laser altimetry, POD enables science objectives such as the study of ocean, ice and land topography and surface change Additionally, in several other applications, such as reference frame and gravity field determination, science is derived directly from the POD. Conversely POD depends on accurate knowledge of the reference frame and good knowledge of the geopotential

These new missions must take advantage of the GPS tracking geometry and near continuous coverage to meet their aggressive orbit accuracy requirements – especially true for the low altitude missions such as GRACE and CHAMP. Jason-1 has a radial orbit accuracy goal of 1 cm ! The size of a dime! GRACE

TRACKING DATA FOR JASON-1 GPS (dual frequency codeless BlackJack GPS receiver) Satellite Laser Ranging (SLR), to a nine corner cube hemispherical Laser Retroreflector Array (LRA). DORIS Doppler. Altimetry Processing multiple data types is the key to high accuracy POD calibration and validation. Meeting the Challenge – Multiple Tracking Data Types DORIS beacon at Yarragadee

Reduced Dynamic accelerations are compensating for real physical force modeling error. GPS-based orbits accommodate more force modeling error.

Can the GPS alone meet the Jason 1-cm goal? First glance at our GPS POD results might tempt you to say yes. Jason-1 POD Summary Statistics Cycle 9 (10-days) Orbit Difference – SLR/DORIS vs. GPS

So, where does this leave the SLR in the world of POD? Is it more than just a backup ? It turns out that we need the SLR in order to fully exploit the GPS tracking. SLR provides an highly accurate, direct and unambiguous observation of the orbit. -This has proved necessary in fine-tuning the GPS-based orbit solutions. The GPS tracking is an indirect, ambiguous observation of the orbit. -This can be problematic, especially when fine-tuning the large GPS POD solution parameter set, and when sorting out systematic errors.

30-hr solutions IGS GPS precise orbits 33 IGS stations Double-difference LC ranges to account for clock errors Ambiguity bias determination per pass ~2700 per 30 hr. arc Trop. Scale factors estimated every hour per site. “reduced-dynamic solution” –Covariance constrained along and cross-track periodic empirical accelerations estimated every: 90 – 20 minutes depending on application. Need to determine optimal rate, correlation time and sigma –Drag coefficients estimated every 6 – 1.5 hours depending on application Need to determine optimal rate. Estimate phase center offset – need to determine which components … and all the rest of the high-fidelity force and measurement modeling: –e.g. “box-wing” model, antenna orientation, telemetered attitude, phase windup …. Jason: ~ GPS DDLC obs. in 10 days vs. ~4000 SLR obs. Nominal GPS POD Method

If SLR were not available we would have to determine the optimal GPS solution parameter set from the GPS tracking data residual and orbit overlap performance. As we move to a more “reduced dynamic” solution both the orbit overlap and GPS DDLC range residuals become more meaningless as an orbit precision and accuracy metric. Estimate more parameters get a better fit. Not necessarily a better orbit. Increasing the frequency of the empirical accelerations – Have less independent data for each set of parameters during overlap Simply follows the data “Waters down” orbit overlap metric.

If you only had the GPS tracking could you guess which is the better orbit ? Which one is CHAMP, which one is Jason-1? POD Summary Statistics Over Several 30-hr. arcs.

Can you figure it out now ? 1 is Jason-1 2 is CHAMP We need the SLR to discriminate between solutions and to ultimately fine-tune the GPS solutions to fully exploit the GPS tracking technology.

Can the GPS data alone “weed-out” gross systematic modeling errors? First we can perform a little experiment: - Use Jason-1 cycle 9 GPS solutions (ten 30-hr. solutions) - Input a gross systematic modeling error - Slightly rotate all of the GPS orbits – frame error -Re-determine the Jason-1 orbits -Using the GPS data alone, can you see the systematic error?

Jason-1 GPS Measurement Modeling Improvement GPS Antenna Phase Center Correction Map developed post-launch. Significant improvement in independent SLR fits: Cycles 8-24: -No APC Map, 2.3 cm; -With APC Maps, 1.7 cm. The 1 cm orbit: Jason-1 Precision Orbit Determination Using GPS, SLR, DORIS and Altimeter Data, Luthcke, S. B. et al., Marine Geodesy, 26(3-4), July-Dec, 2003.

Jason-1 Tracking Data Residual Summary

Jason-1 Orbit Difference Statistical Summary

Jason-1 GPS-based 1-cm POD

AVERAGE ALTIMETER CROSSOVER RESIDUALS. Crossover residuals averaged over 5ºx5º bins for Jason cycles 8-24.

Jason-1 – TOPEX/Poseidon Mean Sea Surface Height: Verification Phase During the first 21 Jason repeat cycles, Jason and T/P were flying in formation sampling the same ground track separated by 72 seconds. This provided an unprecedented opportunity to isolate orbit and instrument differences between the two altimeters since the atmospheric and oceanic conditions at the geo-referenced locations virtually cancel enabling a more accurate measure of the global inter-mission instrument bias.

Jason-1 – TOPEX/Poseidon Mean Sea Surface Height: Verification Phase Two lessons emerge from the joint analysis of SLR, DORIS, GPS and altimeter data on Jason-1: (1) The GPS+ SLR Reduced dynamic orbits perform the best; (2) The DORIS+SLR Reduced dynamic orbits perform next best. We can demonstrate that these replacement orbits reduces the geographical signature of the orbit error. Moreover, we have validated an approach that will allow us to reprocess the entire Topex/Poseidon time series.

Jason – T/P Mean SSH Effect of precision orbits on mean sea level determination GSFC replacement orbitsGDR based orbits Mean = mm Sdev = 4.5 mm Improved agreement seen in lower left image results from improved TOPEX (SLR+DORIS RD) and Jason-1 (GPS+SLR RD) orbits. The improvement was achieved by using the more current ITRF2000 reference frame and associated station complement in the orbit computations, the GGM02C gravity field, and other improved force and measurement models.

GSFC Replacement Orbit - GDR, Mean Orbit Differences

Generating Radar Altimeter Climate Data Records For Global Mean Sea Level Estimates Consistency Issues Precise Orbit Ephemerides terrestrial reference frame (ITRF). gravity field (GRACE). optimal tracking strategy (SLR, DORIS, GPS). Geophysical Models. Sea State Bias & Ionosphere. Ground Retracking Philosophy Continuous Long Term Monitoring Tide Gauge Validation land motion adjustment Radiometer GPS and VLBI SSM/I Significant Wave Height NOAA deep ocean buoys

SLR provides a high accuracy, direct, unambiguous observation of the orbit. SLR is absolutely necessary in realizing the full potential of the GPS tracking data - Fine tuning solution parameterization - Calibrating measurement system parameters -“weeding out” systematic errors SLR and GPS in combination are essential to achieving the best possible orbits for applications such as Mean Sea Level Determination.

Backup slides

GSFC Topex/Poseidon Reduced Dynamic Replacement POE ITRF2000 vs. CSR95L02 Descending Tracks GSFC Reduced Dynamic (ITRF2000) - GDR (cy ) Ascending Tracks GSFC Reduced Dynamic (ITRF2000) - GDR (cy ) RMS= 4.7 mm

POD Methodology NASA GSFC’s GEODYN precision orbit determination and geophysical parameter estimation software. –Simultaneously process a myriad of data types including radar and laser altimetry Observations –GPS: double differenced ionosphere free phase (DDLC) –SLR, DORIS, altimeter crossovers Stations: –ITRF2000 GPS, SLR and DORIS –33 GPS station network (selected based on best performing and geographical distribution) –Phase center offsets modeled along with surface deformation –For GPS, tropospheric scale factor estimated every 60 min.

Jason-1 GPS-based reduced dynamic orbits demonstrate significant improvement in crossover performance.

Jason GPS+SLR Reduced Dynamic Orbits Tracking Data Fits (Cycle 9 Only) ModelsGPS RMS (mm) SLR RMS (cm) BASELINE+ JGM BASELINE + GGM02C GOT00 Tides +ATM GRAV IERS2000 Tides (Stations) + ATM LOAD

Monitoring the Jason-1 Microwave Radiometer with GPS and VLBI Wet Zenith Path Delays D.S. MacMillan, B.D. Beckley, P. Fang VLBI and GPS Station Sites Jason-1 JMR is monitored using coincident wet zenith delay estimates from VLBI and GPS geodetic sites near altimeter ground tracks. The solid circles are older GPS sites, and the open circles are for sites that began observing after Two offsets have been observed centered about cycles 30 and 69. JMR - ECMWF JMR - GPS __________________________________________ cycle mm mm cycle mm mm Errors based on the RMS of the cycle values before and after offsets.

Wet path delay differences between JMR and TMR are largest in tropics and coastal areas where most tide gauge and calibration sites are located.

Sensitivity of Tide Gauge Drift Analysis