the geodetic networks & space geodesy applications

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Space Geodesy Applications September 26, 2011 1 The Geodetic Networks & Space Geodesy Applications F. G Lemoine 1 , S. B Luthcke 1 , D.D Rowlands 1 , N. P. Zelensky 2,1 , D. S. Chinn 2,1 , B. D. Beckley 2,1 1 NASA Goddard Space Flight Center, Greenbelt, MD, U.S.A. 2 SGT-Inc., Greenbelt, MD, U.S.A.

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Page 1: The Geodetic Networks & Space Geodesy Applications

Space Geodesy ApplicationsSeptember 26, 2011

1

The Geodetic Networks & Space GeodesyApplications

F. G Lemoine1, S. B Luthcke1, D.D Rowlands1, N. P. Zelensky2,1, D. S.Chinn2,1, B. D. Beckley2,1

1 NASA Goddard Space Flight Center, Greenbelt, MD, U.S.A.2SGT-Inc., Greenbelt, MD, U.S.A.

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Space Geodesy ApplicationsSeptember 26, 2011

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From the launch of the first spaceborne altimeters,Precision Orbit Determination (POD) has been drivenby the science goals of the geodetic altimetermissions…

GEOS-3, 1975 GEOSAT, 1985 TOPEX/POSEIDON,1992

ENVISAT, 2002

Jason-1, 2002Jason-2, 2008 CRYOSAT-2, 2010

SEASAT, 1978GFO-1,1998

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Space Geodesy ApplicationsSeptember 26, 2011

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The accurate knowledge of the spacecraft ephemeris inan accurate common reference frame is essential tothe successful science derived from radar altimetry,particularly for global circulation and MSL studies…

MSL trend =+2.97 mm/y

-30

-20

-10

0

10

20

30

40

50

60

1992 1994 1996 1998 2000 2002 2004 2006 2008 2010 2012

year

MSL v

ariati

on /

cycle

(mm)

tp

j1

j2

Series4

Linear(Series4)

MSL trend = 3.0 mm/y (no GIA)

• GOT4.7 (tides)• ITRF2005• w/ TP & Jasonradiometercorrections.

Measurements of Global Mean SeaLevel from Satellite Altimetry

(TOPEX, Jason1, Jason2)

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Space Geodesy ApplicationsSeptember 26, 2011

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Meeting mission POD accuracy requirements hasdepended on advances in each of the following areas

1) Accurately modelling the forces acting on thesatellite… Force Modelling

2) Accuracy and consistency of the reference frame asrealized through the ground and space basedtracking network … Reference Frame

3) Observing the satellite motion with high temporalsampling and accuracy … Tracking Technology andMeasurement Modelling.

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Space Geodesy ApplicationsSeptember 26, 2011

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POD Schematic

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Space Geodesy ApplicationsSeptember 26, 2011

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Reference Frame International Terrestrial Reference FrameHorizontal plate and vertical site motionGeocenter motionPolar Motion and Earth Orientation

Orbit DeterminationForce ModelingReference FrameTracking Technology

Onboard Tracking SystemsLRR

DORISGPS

Atmospheric ModelingIonospheric Propagation Delay

Tropospheric RefractionAtmospheric Density

Geophysical ModelsGravity Models

Tide ModelsTime Variable Gravity

Surface ForcesModeling

S/C Attitude

Orbit Determination

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Space Geodesy ApplicationsSeptember 26, 2011

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Model Radial Calibration (cm) SLR rms fit (cm)

GEM-L2: 1982 65.4 105.9

GEM-T1: 1988 25.0 31.4

GEM-T2: 1990 10.2 17.8

JGM-1S: 1991 6.0 7.7

JGM-2S: 1992 2.9 4.0

JGM-2: 1992 2.2 3.8

JGM-3: 1995 0.9 3.2

EGM-96 1997 0.8 2.8EGM-96Geoid Ht.

Errors in Models of the Earth’s Gravity Field werethe largest source of orbit error for altimetermissions … Until the launch of TOPEX/Poseidon

GEML2: 20x20JGM1-3: 70x70EGM96S: 70x70; (360x360)EIGEN-GL04S: 150x150

The latest gravity models (e.g. GGM03S, EIGEN-GL04S) derivedfrom GRACE data eliminate static gravity error on the TP orbit andallow us to model in detail the temporal gravity variations ….

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Radiation Pressure Modelling is thelargest source of orbit error after gravitymodel error …. And remains a challengeRadiativeRadiative FluxesFluxes

SUN

EARTH

J

GSun

ALBEDO

ETH

GIR

Additional Fluxes Include-incident flux reflections surface to surface-Thermal radiation emission from surface to surface

Requires satellite -specificmodeling/Thermal knowledge

Micromodel

• (Antreasian, 1992; Antreasian &Rosborough, 1992)

Box-Wing model

• (Marshall & Luthcke. 1994)

Page 9: The Geodetic Networks & Space Geodesy Applications

Space Geodesy ApplicationsSeptember 26, 2011

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Impact of the Terrestrial ReferenceFrame on Mean Sea Level Determination

Regional TOPEX (1993-2002) Sea Surface HeightTrend differences from direct impact of the ITRF2005(GGM02C) minus CSR95 (JGM3) orbit differences.(from Beckley et al., 2007)

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The Geodetic Networks are the Key toAltimeter Satellite Mission Success

Satellite Laser Ranging (SLR)

SLR, Graz, Austria

SLR, Maui

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DORIS (Ground Network)(Sept. 2011)

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DORIS Station Examples

Thule, Greenland• THUB 2002-present

Rothera,Antarctica• ROTA 1993-2005ª ROTB 2005-2007• ROUB 2007-present

Arequipa, Peru• AREA 1988-2001• AREB 2001-2006• ARFB 2006-present

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GPS Tracking System for OSTM

GPS Satellite Constellation

GPS, ThuleGPS, Kauai

Examples: Ground Receivers

JASON GPS Receiver

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TOPEX/POSEIDON (1992)…A giant leap forward inorbit accuracy ….… 2.5 cm orbit accuracy achievedearly in the mission (c.f. Marshall et al., 1995)

SIGNIFICANT ADVANCEMENTS WERE DUE TO:

Force modelling improvements:• Gravity: JGM-2 (Nerem et al. 1993) JGM-3 (Tapley et al. 1994)• Tide model (Ray et al. 1994)• Improvements in the reduction of surface forces errors:

• Box-wing model (Marshall and Luthcke, 1994)• Reduced dynamic solution from GPS (Bertiger et al., 1994)

Advanced tracking technology: SLR, DORIS, GPS, (TDRSS)• GPS and DORIS near-continuous orbit observability is a

significant advancement• Ability to characterize orbit error through the comparison of high

accuracy orbits determined from independent data (SLR/DORISvs. GPS)

Tracking network, reference frame and measurement modeling improvements

Diverse and cooperative POD Team: NASA GSFC, CNES, JPL, UT/CSR, CU,… with contributions by many others e.g.. The Ohio State University.

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Jason-1 (2001); Jason-2 (2008)

The 1-cm orbit …

• 1 cm radial orbit accuracy demonstrated (Luthcke et al. 2003,Haines et al. 2004, Choi et al., 2004; Lemoine et al., 2010; Cerriet al., 2010; Bertiger et al., 2010).

• Applied Upgraded tracking technology: GPS, SLR, DORIS (EspeciallyJPL GPS BlackJack codeless receiver).

• Improved tracking network positions and measurement modelling(e.g. GPS antenna phase center modeling)

• Improved application of the reduced dynamic solutions in GPS,GPS+SLR and even SLR+DORIS based solutions

• The challenge is to assess and characterize the remaining orbit errors

• Necessary to exploit all available tracking data in various combinationsolutions

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Intercomparison of Independent Orbits Produced bySLR/DORIS & GPS (Reduced Dynamic) allows insightsinto model and geodetic technique error ….. Andhelps to validate improvements ….

Tide model improvementusing TOPEX altimeter data

A priori (Schwiderski) Tidemodel produced orbit error atthe M2 alias period (~60 days)for T/P

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Jason GPS Reduced Dynamic POD Achievedthe 1-cm radial orbit accuracy goal…

Independent highelevation SLRperformancedeomnstrated the 1 cmradial orbit accuracy(Luthcke et al. 2003).

Other error sources areincluded beyond radialorbit error.

FIGURE 3 GPS RD (a) high elevation independent SLR fit and (b) radial orbit overlap performance. (a) Measurement biases estimated from high elevation pass SLR residuals offer the best single metric to gauge radial orbit accuracy. The RMS of the estimated biases indicates orbit error does not exceed 1.3 cm. The actual radial error is less because the statistic contains other error sources as well. SLR data above 60 degrees are selected for the high elevation test. (b) Histogram of the radial orbit overlap difference RMS for each 6 -hr. overlapping time period between GPS RD 30 -hr. arcs from cycle 8 -24. The result indicates the GPS reduced dynamic solutions are consistent to 4 mm.

YARA7090GREE7105

GRAS7835RIYA7832

MNPE7110HART7501

GRAZ7839MCDO7080

AJAC7848POTS7836

RGO_7840STRO7849

AREL8403ZIMM7810

0.0

0.5

1.0

1.5

2.0

RM

S (c

m)

(a) GPS RD Solution High Elevation Independent SLR Fit

RMS = 1.25 cm

0 2 4 6 8 10 12 14mm

0

5

10

15

20

num

ber o

f diff

eren

ces

(b) GPS RD Solution Radial Orbit Overlap Performance

mean = 4.4 mmmedian = 4.1 mm

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Jason-2 Orbit Intercomparisons AllowValidation of Radial Orbit Accuracy

SLR DORIS red-dyn (GSFC) GPS-onlyred-dyn (JPL)

GPS-only (CNES)

SLR DORIS dyn. (GSFC) DORIS-only (CNES)

SLR+DORIS+GPS (CNES)Cerri et al. (2010)

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Synopsis of Some Recent Improvements (1) …Tracking System & Model Improvements (e.g.)

DORIS Evolution from TOPEX re-analysis

DORIS monument improvement and systematicapplication of site quality criteria significantlyimproved system performance (cf. Fagard, 2006)

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Synopsis of Recent Improvements … (2)

Improved gravity modelling using productsfrom the GRACE mission

Model Time-Variable Gravitydue to the Atmosphere &Land Hydrology

Geographicallycorrelated errorremoved (GGM02C vs. JGM3)

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0102030405060708090

100110120130140150

GEOS-3(1979)

SEASAT(1982)

GEOSAT(1990)

TP(1995)

Jason-1(2006)

GEOSATrepro.(2006)

TP repro.(2006)

Radial Orbit Accuracy Achievement

GEOSAT and TP reprocessing improvement

< 3 cm < 1 cm < 4 cm < 2 cm~5-7 cm

repro-(2008)

(2008)

Altimeter Satellite POD Summary

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Continued Challenges

Radiation Pressure Modelling:

e.g., SLR/DORIS (CR=1) – JPL GPS6borbits, 120-day amplitude for Jason-1

1. Providing a consistent orbittime series for altimeter dataover 16+ years, spanning threemissions, and four altimeters -to better resolve interdecadalsignals & MSL change.

2. Radiation ModellingImprovements.

3. Reference Frame Stability.

4. Measurement modelimprovements for SLR, GPS &DORIS.

5. Geocenter.

6. Deployment of Next GenerationGeodetic Stations (SLR, GPS).

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(Some) Reference Frame Issues (1)

TOPEX SLR+DORIS Orbit Differences(ITRF2005 - ITRF2008)

Network effect in differences, centered ~1996?

From Beckley et al., 2007; Morel &Willis, 2005, change in sea level ratewill be ~0.06 mm/yr.

TP std 0905 (itrf 2005) - std1007 (itrf2008) SLR+DORIS orbit differences

Z slope = -0.3 mm/y

-0.6

-0.4

-0.2

0

0.2

0.4

0.6

0.8

1

1.2

0 50 100 150 200 250 300 350 400 450

cycle

cm

radial

mean Z

Linear)mean Z (

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(Some) Reference Frame Issues (2)DORIS Station Performance: ITRF2005 vs. ITRF2008

Predominantly SAA stations show degradation for Jason-2

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Valette et al., 2010.

Solar Flux

IDS-1 Horizontal Residuals

IDS-3 Horizontal Residuals

(Some) Reference Frame Issues (3)DORIS Station Determination affected by

Atmospheric Drag Increase near Solar maximum

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Altimeter Satellite Status & Future Missions

JASON-1 (CNES, NASA), 2002 1336 km, 66° D2G + SLR +GPSJASON-2 (NASA, CNES), 2008 1336 km, 66° DGXX+SLR+GPSCRYOSAT-2 (ESA), April 2010 717 km, 92° DGXX+SLRENVISAT (ESA), 2002 ~800 km, 98.5° D2G +SLRHY2A (CNSA), 963 km, 99.3° DGXX+SLR+GPS

(Launched August 2011; Then HY2B, HY2C ….)

SARAL/ALTIKA (ISRO/CNES) 880 km, 98.5° DGXX+SLR(Launch: 2012)

SENTINAL 3A (GMES) 814 km, 98.6° DGXX+SLR+GPS(Launch: April 2013)

JASON-3 1336 km, 66° DGXX+SLR+ GPS(NOAA/EUMETSAT/CNES/NASA)(2013; Follow-on to TOPEX, Jason-1, Jason-2)

ICESAT-2 (NASA, Laser altimeter) ~600 km, 94° GPS+(SLR)(Launch ~2015)

SWOT (CNES, NASA) 970 km, 78° DGXX+SLR+GPS(Surface Water Ocean Topography; Launch 2018-2020)