11-fundamentals of GPS - GeoWebgeoweb.mit.edu › ... › pdf › 11-fundamentals_of_GPS.pdf ·...
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FundamentalsofGPSforhigh-precisiongeodesy
M.A.FloydMassachusettsInstituteofTechnology,Cambridge,MA,USA
GPSDataProcessingandAnalysiswithGAMIT/GLOBKandtrackAddisAbabaUniversity,Ethiopia24–25&27–29November2017
http://geoweb.mit.edu/~floyd/courses/gg/201711_AAU/MaterialfromR.W.King,T.A.Herring,M.A.Floyd(MIT)andS.C.McClusky (nowatANU)
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Outline
• GPSObservables:• GPSdataandthecombinationsofphaseandpseudo-rangeused
• Modelingtheobservations:Aspectsnotwellmodeled• Multipathandantennaphasecentermodels• Atmosphericdelaypropagation
• LimitsofGPSaccuracy• Monumenttypes• Loading(morelater)• Orbitquality
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InstantaneouspositioningwithGNSSpseudoranges
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Receiversolution,teqc +qc orsh_rx2apr• Pointposition(svpos):5–100m• Differential(svdiff):1–10m
Your location is:37o 23.323’ N
122o 02.162’ W
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Precisepositioningusingphasemeasurements• High-precisionpositioningusesthephaseobservations• Long-sessionstatic:trackingofchangeinphaseovertimecarriesmostoftheinformation• Theshorterthespanthemoreimportantisambiguityresolution
2017/11/24 FundamentalsofGPSforgeodesy 5Each satellite (and station) has a different signature
20000000
21000000
22000000
23000000
24000000
25000000
16.0 17.0 18.0 19.0 20.0 21.0 22.0 23.0 24.0
C1_07_(m)Theory_(m)C1_28_(m)Theory_(m)C1_26_(m)Theory_(m)C1_11_(m)Theory_(m)C1_02_(m)Theory_(m)Ra
nge
(m)
Time_Hrs
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Observablesindataprocessing
FundamentalobservationsL1phase=f1 × range(λ =19cm)L2phase=f2 × range(λ =24cm)C1orP1pseudorangeusedseparatelytogetreceiverclockoffset(time)
ToestimateparametersusedoublydifferencedLC=2.55L1− 1.98L2“ionosphere-freephasecombination”(L1cycles)PC=2.55P1−1.55P2 “ionosphere-freerangecombination”(meters)
Doubledifferencing(DD)cancelsclockfluctuations;LCcancelsalmostallofionosphere.BothDDandLCamplifynoise(useL1andL2directlyandindependentlyforbaselines<1km)
Auxiliarycombinationsfordataeditingandambiguityresolution:“geometry-freecombination(LG)”or“extrawide-lane”(EX-WL)
LG=L2−f2/f1 L1(usedinGAMIT)EX-WL=L1−f1/f2 L2(usedinTRACK)Removesallfrequency-independenteffects(geometric&atmosphere)butnot
multipathorionosphereMelbourne-Wubbena wide-lane(MW-WL):phase/pseudorange combinationthat
removesgeometryandionosphere;dominatedbypseudorangenoiseMW-WL=N1−N2=(L1−L2)−(Df/Sf)(P1+P2)=(L1−L2)−0.12(P1+P2)
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Modeling theobservationsI.Conceptual/Quantitative
• Motionofthesatellites• Earth’sgravityfield(flatteningeffectapprox.10km;higherharmonics100m)• AttractionofMoonandSun(100m)• Solarradiationpressure(20m)
• MotionoftheEarth• IrregularrotationoftheEarth(5m)• Luni-solarsolid-Earthtides(30cm)• Loadingduetotheoceans,atmosphere,andsurfacewaterandice(10mm)
• Propagationofthesignal• Neutralatmosphere(dry6m;wet1m)• Ionosphere(10mbutLCcorrectstoafewmmmostofthetime)• Variationsinthephasecenters ofthegroundandsatelliteantennas(10cm)
*incompletelymodeled
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Modeling theobservationsII.Softwarestructure
• Satelliteorbit• IGStabulatedephemeris(Earth-fixedSP3file)[track]• GAMITtabulatedephemeris(t-file):numericalintegrationbyarc ininertialspace,fittoSP3file,mayberepresentedbyitsinitialconditions(ICs)andradiation-pressureparameters;requirestabulatedpositionsofSunandMoon
• MotionoftheEarthininertialspace[model ortrack]• Analyticalmodelsforprecessionandnutation(tabulated);IERSobservedvaluesforpoleposition(wobble),andaxialrotation(UT1)
• Analyticalmodelofsolid-Earthtides;globalgridsofoceanandatmospherictidalloading
• Propagationofthesignal[model ortrack]• Zenithhydrostatic(dry)delay(ZHD)frompressure(met-file,VMF1,orGPT)• Zenithwetdelay(ZWD)[crudelymodeled andestimatedinsolve ortrack]• ZHDandZWDmappedtoline-of-sightwithmappingfunctions(VMF1gridorGMF)
• Variationsinthephasecentersofthegroundandsatelliteantennas(ANTEXfile)
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Parameterestimation
• Phaseobservations[solve ortrack]• FormdoubledifferenceLCcombinationofL1andL2tocancelclocks&ionosphere
• Applyaprioriconstraints• Estimatethecoordinates,ZTD,andreal-valuedambiguities• FormM-WWLand/orphaseWLwithionosphericconstraintstoestimateandresolvetheWL(N2−N1)integerambiguities[autcln (orsolve),track]
• Estimateandresolvethenarrow-lane(NL)ambiguities[solve,track]• EstimatethecoordinatesandZTDwithWLandNLambiguitiesfixed
• Estimationcanbebatchleastsquares[solve]orsequential(Kalman filter)[track]
• Quasi-observationsfromphasesolution(h-file)[globk]• Sequential(Kalman filter)• Epoch-by-epochtestofcompatibility(χ2 increment)butbatchoutput
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LimitsofGPSaccuracy
• Signalpropagationeffects• Signalscattering(antennaphasecenter/multipath)• Atmosphericdelay(mainlywatervapor)• Ionosphericeffects• Receivernoise
• Unmodeledmotionsofthestation• Monumentinstability• Loadingofthecrustbyatmosphere,oceans,andsurfacewater
• Unmodeledmotionsofthesatellites• Referenceframe
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LimitsofGPSAccuracy
• Signalpropagationeffects• Signalscattering(antennaphasecenter/multipath)• Atmosphericdelay(mainlywatervapor)• Ionosphericeffects• Receivernoise
• Unmodeled motionsofthestation• Monumentinstability• Loadingofthecrustbyatmosphere,oceans,andsurfacewater
• Unmodeled motionsofthesatellites• Referenceframe
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Multipathisinterferencebetweenthedirectandafar-fieldreflectedsignal(geometricopticsapply)
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• Avoid Reflective Surfaces• Use a Ground Plane Antenna • Avoid near-ground mounts• Observe for many hours• Remove with average from many days
To mitigate the effects:
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Simple geometry for incidence of a direct and reflected signal
Multipath contributions to observed phase for three different antenna heights [From Elosegui et al, 1995]
0.15 m
Antenna Ht
0.6 m
1 m
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Antennaphasepatterns
Moredangerousarenear-fieldsignalinteractionsthatchangetheeffectiveantennaphasecenter withtheelevationandazimuthoftheincomingsignal
Figures courtesy of UNAVCO
Left: Examples of the antenna phase patterns determined in an anechoic chamber…BUT the actual pattern in the field is affected by the antenna mount
To avoid height and ZTD errors of centimeters, we must use at least a nominal model for the phase-center variations (PCVs) for each antenna type
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The signal from each GPS satellite is delayed by an amount dependent on the pressure and humidity and its elevation above the horizon. We invert the measurements to estimate the average delay at the zenith (green bar).
(Figure courtesy of COSMIC Program)
Atmosphericdelay
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Plot courtesy of J. Braun, UCAR
Zenithdelayfromwetanddrycomponentsoftheatmosphere
• Colors are for different satellites
• Total delay is ~2.5 meters• Variability mostly caused by wet
component
• Wet delay is ~0.2 meters• Obtained by subtracting the
hydrostatic (dry) delay
• Hydrostatic delay is ~2.2 meters
• Little variability between satellites or over time
• Well calibrated by surface pressure
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One-way (undifferenced) LC phase residuals projected onto the sky in 4-hr snapshots. Spatially repeatable noise is multipath; time-varying noise is water vapor.
Red is satellite track. Yellow and green positive and negative residuals purely for visual effect. Red bar is scale (10 mm).
Multipathandwatervaporeffectsintheobservations
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LimitsofGNSSaccuracy
• Signalpropagationeffects• Signalscattering(antennaphasecenter/multipath)• Atmosphericdelay(mainlywatervapor)• Ionosphericeffects• Receivernoise
• Unmodeled motionsofthestation• Monumentinstability• Loadingofthecrustbyatmosphere,oceans,andsurfacewater
• Unmodeled motionsofthesatellites• Referenceframe
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Monuments Anchored to Bedrock are Critical for Tectonic Studies (not so much for atmospheric studies)
Good anchoring:Pin in solid rockDrill-braced (left) in fractured rock Low building with deep foundation
Not-so-good anchoring:Vertical rodsBuildings with shallow foundation Towers or tall building (thermal effects)
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FromDongetal.J.Geophys.Res.,107,2075,2002
Atmosphere (purple)2-5 mm
Water/snow (blue/green)2-10 mm
Nontidal ocean (red)
2-3 mm
Annual Component of Vertical Loading
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LimitsofGNSSaccuracy
• Signalpropagationeffects• Signalscattering(antennaphasecenter/multipath)• Atmosphericdelay(mainlywatervapor)• Ionosphericeffects• Receivernoise
• Unmodeled motionsofthestation• Monumentinstability• Loadingofthecrustbyatmosphere,oceans,andsurfacewater
• Unmodeled motionsofthesatellites• Referenceframe
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GPS Satellite
Limits to model are non-gravitational accelerations due to solar and Earth radiation, unbalanced thrusts, and outgassing; and non-spherical antenna pattern
Modeling of these effects has improved, but for global analyses remain a problem
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Quality of IGS Final Orbits 1994-2017/0620 mm = 1 ppb Source:http://acc.igs.org
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Analysiscentersnow<15mmRMSdifference2000/1/1Week1042
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LimitsofGNSSaccuracy
• Signalpropagationeffects• Signalscattering(antennaphasecenter/multipath)• Atmosphericdelay(mainlywatervapor)• Ionosphericeffects• Receivernoise
• Unmodeled motionsofthestation• Monumentinstability• Loadingofthecrustbyatmosphere,oceans,andsurfacewater
• Unmodeled motionsofthesatellites• Referenceframe
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Referenceframes
• BasicIssue:Howwellcanyourelateyourpositionestimatesovertimeto:1. Asetofstationswhosemotioniswellmodeled?2. A blockofcrustthatallowsyoutointerpretthe
motions?
• Implementation:HowtousetheavailabledataandthefeaturesofGLOBKtorealizetheframe(s)
• Bothquestionstobeaddressedindetailinlaterlectures
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Effect of Orbital and Geocentric Position Error/Uncertainty
•
High-precision GPS is essentially relative !
Baseline error/uncertainty ~ Baseline distance x geocentric SV or position errorSV altitude
SV errors reduced by averaging:Baseline errors are ~ 0.2 • orbital error / 20,000 kme.g. 20 mm orbital error = 1 ppb or 1 mm on 1000 km baseline
Network (“absolute”) position errors less important for small networkse.g. 5 mm position error ~ 1 ppb or 1 mm on 1000 km baseline10 cm position error ~ 20 ppb or 1 mm on 50 km baseline
* But SV and position errors are magnified for short sessions
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Summary
• GPSObservables:• GPSdataandthecombinationsofphaseandpseudo-rangeused
• Modelingtheobservations:Aspectsnotwellmodeled• Multipathandantennaphasecentermodels• Atmosphericdelaypropagation
• LimitsofGPSaccuracy• Monumenttypes• Loading(morelater)• Orbitquality:Since2000lessthan40mmcorrespondingto2ppb.HardtoimproveontheIGSorbits.
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