Rigid Plate Transformations to Support PPP and Absolute ... · 2006. 2005. 2004. 2003. 2002. 2001....

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Rigid Plate Transformations to Support PPP and Absolute Positioning in Africa Richard Stanaway & Craig Roberts School of Surveying and Spatial Information Systems University of New South Wales, Australia FIG Working Week, Marrakech, Morocco, 18-22 May 2011

Transcript of Rigid Plate Transformations to Support PPP and Absolute ... · 2006. 2005. 2004. 2003. 2002. 2001....

Page 1: Rigid Plate Transformations to Support PPP and Absolute ... · 2006. 2005. 2004. 2003. 2002. 2001. 2000. Residual (metres) Reference Epoch (year) HARB (no model) MAS1 (no model) NKLG

Rigid Plate Transformations to Support PPP and Absolute Positioning

in Africa

Richard Stanaway & Craig RobertsSchool of Surveying and Spatial Information Systems

University of New South Wales, Australia

FIG Working Week, Marrakech, Morocco, 18-22 May 2011

Page 2: Rigid Plate Transformations to Support PPP and Absolute ... · 2006. 2005. 2004. 2003. 2002. 2001. 2000. Residual (metres) Reference Epoch (year) HARB (no model) MAS1 (no model) NKLG

Stanaway & Roberts, FIG Working Week, Marrakech, Morocco, 18-22 May 2011

image: Centro GNSS de Canariaswww.canarygnsscenter.org

CORS Distributionin Africa

Sparse GNSS CORS infrastructureovercome by use of PPP and Global Differential Services

Page 3: Rigid Plate Transformations to Support PPP and Absolute ... · 2006. 2005. 2004. 2003. 2002. 2001. 2000. Residual (metres) Reference Epoch (year) HARB (no model) MAS1 (no model) NKLG

Stanaway & Roberts, FIG Working Week, Marrakech, Morocco, 18-22 May 2011

ITRF positioning services (examples)

AUSPOS(double-differenced static processing)

NRCan(PPP)

OmniSTAR(RTK)

Page 4: Rigid Plate Transformations to Support PPP and Absolute ... · 2006. 2005. 2004. 2003. 2002. 2001. 2000. Residual (metres) Reference Epoch (year) HARB (no model) MAS1 (no model) NKLG

Stanaway & Roberts, FIG Working Week, Marrakech, Morocco, 18-22 May 2011

ITRF2008 Epoch 2008N 6° 52’ 14.0169” W 5° 14’ 24.3345”

YKRO – IGS Station (Yamoussoukro, Cote d’ Ivorie)From IGS web-site

Kinematic coordinates illustrated

Page 5: Rigid Plate Transformations to Support PPP and Absolute ... · 2006. 2005. 2004. 2003. 2002. 2001. 2000. Residual (metres) Reference Epoch (year) HARB (no model) MAS1 (no model) NKLG

Stanaway & Roberts, FIG Working Week, Marrakech, Morocco, 18-22 May 2011

ITRF2008 Epoch 2008N 6° 52’ 14.0169” W 5° 14’ 24.3345”

YKRO – IGS Station (Yamoussoukro, Cote d’ Ivorie)From IGS web-site

Kinematic coordinates illustrated

ITRF2008 Epoch 2011.4N 6° 52’ 14.0192” W 5° 14’ 24.3317”

Nubian Plate movement1 January 2008 to 22 May 2011109 mm!

Page 6: Rigid Plate Transformations to Support PPP and Absolute ... · 2006. 2005. 2004. 2003. 2002. 2001. 2000. Residual (metres) Reference Epoch (year) HARB (no model) MAS1 (no model) NKLG

Stanaway & Roberts, FIG Working Week, Marrakech, Morocco, 18-22 May 2011

Principal Plates and

Plate Boundariesin Africa

Page 7: Rigid Plate Transformations to Support PPP and Absolute ... · 2006. 2005. 2004. 2003. 2002. 2001. 2000. Residual (metres) Reference Epoch (year) HARB (no model) MAS1 (no model) NKLG

Stanaway & Roberts, FIG Working Week, Marrakech, Morocco, 18-22 May 2011

Stabilityof the Nubian

Plate

ITRF Site velocity

Deformation rates computed from ITRF2008 GPS SSC Solutionhttp://itrf.ensg.ign.fr

Page 8: Rigid Plate Transformations to Support PPP and Absolute ... · 2006. 2005. 2004. 2003. 2002. 2001. 2000. Residual (metres) Reference Epoch (year) HARB (no model) MAS1 (no model) NKLG

Stanaway & Roberts, FIG Working Week, Marrakech, Morocco, 18-22 May 2011

0.000

0.050

0.100

0.150

0.200

0.250

0.300

2010 2009 2008 2007 2006 2005 2004 2003 2002 2001 2000

Resi

dual

(met

res)

Reference Epoch (year)

HARB (no model)

MAS1 (no model)

NKLG (no model)

RABT (no model)

Divergence between ITRF (Epoch 2009) and ITRF (epoch of measurement)

Page 9: Rigid Plate Transformations to Support PPP and Absolute ... · 2006. 2005. 2004. 2003. 2002. 2001. 2000. Residual (metres) Reference Epoch (year) HARB (no model) MAS1 (no model) NKLG

Stanaway & Roberts, FIG Working Week, Marrakech, Morocco, 18-22 May 2011

Nubian andArabian Plate

Boundarytoday

image: JPL NASA SRTM

Page 10: Rigid Plate Transformations to Support PPP and Absolute ... · 2006. 2005. 2004. 2003. 2002. 2001. 2000. Residual (metres) Reference Epoch (year) HARB (no model) MAS1 (no model) NKLG

Stanaway & Roberts, FIG Working Week, Marrakech, Morocco, 18-22 May 2011

Nubian andArabian Plate

Boundary30 Ma

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Stanaway & Roberts, FIG Working Week, Marrakech, Morocco, 18-22 May 2011

Rigid Plate Model

COS( )COS( )X ωΩ = Φ ΛCOS( )COS( )X ωΩ = Φ Λ

COS( )COS( )X ωΩ = Φ ΛCOS( )SIN( )Y ωΩ = Φ ΛSIN( )Z ωΩ = Φ

PlateEuler pole of rotation

Equivalent Cartesian angular velocity

Φ (°) Λ (°) ω (°/Ma) ΩX (Rad/Ma)

ΩY (Rad/Ma)

ΩZ (Rad/Ma)

Arabia 49.6 5.1 0.579 0.006518 0.000577 0.007700Eurasia 56.3 -96.0 0.261 -0.000263 -0.002512 0.003791Nubia 50.0 -82.5 0.269 0.000394 -0.002995 0.003594Somalia 53.7 -89.5 0.309 0.000026 -0.003196 0.004344

Euler Poles to Cartesian rotation rates

ITRF2005 African plate parameters(Altamimi et al. 2007)

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Stanaway & Roberts, FIG Working Week, Marrakech, Morocco, 18-22 May 2011

( )0

0 0

0

1E-6X t Y t Z t

Y t Z t X t

Z t X t Y t

X T X Z YY T S Y X Z t tZ T Z Y X

Ω − Ω = + ⋅ + Ω − Ω ⋅ − ⋅ Ω − Ω

Kinematic to Static transformation

“Static” coordinatesat reference epoch

“Measured” ITRFcoordinates

Plate rotationparameters

Local frametranslation & scale(only if required)

referenceepoch

measurementepoch

( )0 0( ). 1E-6t Y t Z tX X Z Y t t= + Ω − Ω − ⋅( )0 0( ). 1E-6t Z t X tY Y X Z t t= + Ω − Ω − ⋅( )0 0( ). 1E-6t X t Y tZ Z Y X t t= + Ω − Ω − ⋅

Simplified 3-parameter equationsKinematic ITRF to Static ITRF(no scale or translation parameters)

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Stanaway & Roberts, FIG Working Week, Marrakech, Morocco, 18-22 May 2011

0.000

0.050

0.100

0.150

0.200

0.250

0.300

2010 2009 2008 2007 2006 2005 2004 2003 2002 2001 2000

Resi

dual

(met

res)

Reference Epoch (year)

HARB (3 par)

MAS1 (3 par)

NKLG (3 par)

RABT (3 par)

HARB (no model)

MAS1 (no model)

NKLG (no model)

RABT (no model)

Improved coordinate consistency using a 3 parameter rigid plate transformation

Page 14: Rigid Plate Transformations to Support PPP and Absolute ... · 2006. 2005. 2004. 2003. 2002. 2001. 2000. Residual (metres) Reference Epoch (year) HARB (no model) MAS1 (no model) NKLG

Stanaway & Roberts, FIG Working Week, Marrakech, Morocco, 18-22 May 2011

Limitations of a Rigid Plate Model

Intraplate deformation not accounted for(usually small magnitude < 1 mm/yr anyway)

Fails near plate boundaries(requires additional modelling of locked faults)

Coseismic and Postseismic deformation not modelled

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Stanaway & Roberts, FIG Working Week, Marrakech, Morocco, 18-22 May 2011

Thank you

Merci