Geodetic Research Laboratory, Department of Geodesy and Geomatics Engineering, University of New Brunswick
MITIGATING THE EFFECTSOF SPACE WEATHER ONTHE CANADIAN WAAS
Richard B. Langley and Peter J. Stewart
Geodetic Research Laboratory
University of New Brunswick
Fredericton, N.B., Canada E3B 5A3
Session JSG28, IUGG 99, Birmingham, England, 27 July 1999
Geodetic Research Laboratory, Department of Geodesy and Geomatics Engineering, University of New Brunswick
Introduction
• FAA sponsored Wide Area Augmentation System (WAAS) designedto provide en-route through precision approach navigation andintegrity information to suitably equipped aircraft
• UNB is currently working with Nav Canada to investigate atmosphericeffects on WAAS in Canadian airspace
• The airborne tropospheric model to be used in WAAS avionics wasdesigned and tested at UNB
• As we approach solar maximum, so the potential effect of theionosphere on GPS and WAAS intensifies; UNB have been chargedwith investigating ionospheric limitations on WAAS use in Canadianairspace
• CWAAS - Canadian WAAS
Geodetic Research Laboratory, Department of Geodesy and Geomatics Engineering, University of New Brunswick
CWAAS
Geodetic Research Laboratory, Department of Geodesy and Geomatics Engineering, University of New Brunswick
WAAS Architecture
Wide-Area Reference Sites (WRS) Wide-Area Master Site (WMS)
• All-in-View L1/L2 GPS Receiver• Carrier Smoothing• Fault Detection• Message Extraction• Vertical Iono Est
WRE
GPS/GEOS
GEOS
S,I
WRE for IV
Hot WRE for Redundancy
Same as Above
Corrected PRs, σPRsFault IndicatorsSat Message
Vertical Iono Est, σIsFault indicators Generate Grid of
Vertical Iono DelayEstimates & GIVEs
Estimate Sat Clock& Position Errors
& UDREs
GEOS Delays/GIVEs
IntegrityCheck
IndependentVerification
WAASMessage
& GEOS
Ranging
GPSGEOS Ground Link to GUS
WAAS Avionics All-in-View L1
GPS Receivers(2) • Carrier Smoothing
PR, Msg. data
WAAS Integrity• WAAS Flags• Protection Limits
Correct PR• Clock/Eph• iono/tropo
RAIM• Step Detect• FDE
Position Calculation
&Availability
StatusFlight
Control
(2 Independent Sets)
GUS
From JHU APL GPS Risk Assessment Study
Geodetic Research Laboratory, Department of Geodesy and Geomatics Engineering, University of New Brunswick
WAAS Accuracy Requirements
• Accuracy requirements for WAAS are expressed in terms of thenavigation system error (NSE)
• In an operational system, the airborne GPS/WAAS receiver calculateshorizontal and vertical protection levels (HPLWAAS and VPLWAAS),which must be less than the allowed NSE with a probability of99.999% to ensure integrity
– The HPL and VPL values describe a region, centred on the trueposition, which is assured to include the indicated horizontal andvertical positions respectively
– The HPL and VPL values are computed as the sum of thevariances of the ionospheric, tropospheric, airborne receiver, clockand orbit errors
Geodetic Research Laboratory, Department of Geodesy and Geomatics Engineering, University of New Brunswick
Ionospheric Delay Mitigation Techniques inWAAS
• A network of continuously operating reference receivers provides dualfrequency carrier phase and pseudorange measurements
• Line-of-sight ionospheric delay values estimated from each receiver toeach satellite– This involves estimating and removing the satellite and receiver hardware
biases
• Vertical ionospheric delay values at each of a series of ionospheric gridpoints (IGPs) are estimated along with an error bounding value (GIVE)– The surface described by these discrete grid points is at a height of 350km
– The spacing of these IGPs is latitude dependant, with a 5x5 degree grid atlatitudes less than 55N and S, a ten by ten degree grid spacing between 55and 75N and S, and 10 degrees of latitude by 90 degrees of longitudespacing above 75N and S
• Corrections for user line-of-sight delays, and a user error boundingvalue (UIVE) can then be created
Geodetic Research Laboratory, Department of Geodesy and Geomatics Engineering, University of New Brunswick
Representing a Continuous Ionosphere witha Discrete Grid
• In order to minimise the WAAS link bandwidth and avionicscomputation requirements, a discrete set of IGP delays and errorbounds are broadcast to the user
• In prevailing conditions at mid latitudes, this grid system has beenshown to adequately represent the ionosphere
• During ionospheric storms, the occurrence of which will increase withsolar activity, temporal and spatial gradients, especially in theequatorial, auroral and polar zones will require significant degradationof the broadcast IGP accuracy, typical forecasts being an increase of 2-3 times for mid latitudes
Geodetic Research Laboratory, Department of Geodesy and Geomatics Engineering, University of New Brunswick
WAAS Ionospheric Modelling Concept
User iono correction =W(IGP1, IGP2, IGP3, IGP4)
IGP delay = W(IPP1, IPP2, IPP3, IPP4)
Geodetic Research Laboratory, Department of Geodesy and Geomatics Engineering, University of New Brunswick
WAAS Ionospheric Modelling Concept
IGP delay = W(IPP1, IPP2, IPP3, IPP4)
User iono correction = W(IGP1, IGP2, IGP3, IGP4)
corrected pseudorange = measured pseudorange Ð (user iono correction * mapping function)
Geodetic Research Laboratory, Department of Geodesy and Geomatics Engineering, University of New Brunswick
Ionospheric Grid Point Validity
(Mercator Projection)
70o W
10o N
15o N
20o N
25o N
30o N
35o N
60o W80o W
W A A S S pec . &R aytheon
(3 o f 4 boxesm ust containp ierce po ints )
S tan ford N STB(one or m orep ierce po intsinside circle)
Iono . g rid po intin question
W R S p iercepo ints
From JHU APL GPS Risk Assessment Study
Geodetic Research Laboratory, Department of Geodesy and Geomatics Engineering, University of New Brunswick
The Concept of GIVE
• The Grid Ionospheric Vertical Error (GIVE) is designed to put a boundon the postcorrection ionospheric vertical error at each of the gridnodes
• The GIVE value should be less than 2m 99.9 % (3.29σ) of the time
• This corresponds to a requirement of ~60cm rms accuracy at each ofthe grid points
Geodetic Research Laboratory, Department of Geodesy and Geomatics Engineering, University of New Brunswick
Issues
• Potential ionospheric limitations on WAAS use over theCanadian landmass
– Grid point density
– Range error:• anecdotal evidence suggests increases in range delays of up to 10
metres within a time interval of 2-3 minutes, and return within aboutthe same time at auroral and polar latitudes during disturbedconditions at solar maximum
– Scintillation:• magnitude and frequency of occurrence of “significant” scintillations
in the auroral and sub-auroral zone
• identification of potentially problematic periods for tracking of GPSand/or WAAS signals both by user and reference receivers
• prediction of effects of increasing solar activity
Geodetic Research Laboratory, Department of Geodesy and Geomatics Engineering, University of New Brunswick
Research - Past, Present and Future
• Work completed to Date– Analysis software written to produce graphical representations of pierce
point density and grid point status
– Software written to produce grid ionospheric vertical delays (GIVD) andassociated GIVE values.
• Input data is RINEX format dual frequency GPS from IGS and NSTBsites
• Work in Progress– Evaluation of the model accuracy is done via a WAAS user simulation,
receiving the “broadcast” delays and GIVEs and applying these to theusers pseudorange values
– How far north will the current network of WAAS reference sites providereliable ionospheric corrections?
Geodetic Research Laboratory, Department of Geodesy and Geomatics Engineering, University of New Brunswick
150˚W
120˚W90˚W
60˚W
60˚N
60˚N
150˚W
120˚W90˚W
60˚W
60˚N
60˚N
150˚W
120˚W90˚W
60˚W
60˚N
60˚N
NSTB and IGS Station Locations
IGS
NSTB
Geodetic Research Laboratory, Department of Geodesy and Geomatics Engineering, University of New Brunswick
150˚W
120˚W
90˚W
60˚W
60˚N
60˚N
2550
7510
012
5
150˚W
120˚W
90˚W
60˚W
60˚N
60˚N
255075100
125
255075100
125
Ionospheric Pierce Point DensityIP
Ps
per
50 0
00 s
q. k
m
Geodetic Research Laboratory, Department of Geodesy and Geomatics Engineering, University of New Brunswick
Ionospheric Grid Point Status
150˚W
120˚W90˚W
60˚W
60˚N60
˚N
150˚W
120˚W90˚W
60˚W
60˚N60
˚N
150˚W
120˚W90˚W
60˚W
60˚N60
˚N
available
unavailable
Geodetic Research Laboratory, Department of Geodesy and Geomatics Engineering, University of New Brunswick
Scintillations
• What are the effects of rapid fluctuations of amplitude and phase of the GPSsignal on the user and service provider?
• How can the occurrence of such scintillations be monitored?
• How can the effect of such scintillations be monitored?
• Previous work has shown a distinct correlation between enhanced ionosphericactivity and losses of lock of the L2 signal.
• Since estimation of the ionospheric delay with GPS relies on utilizing thedispersive nature of the ionosphere, loss of one frequency precludes suchmeasurement.
• This presentation reviews recent work done at UNB to investigate varioussimple methods for the analysis of the spatial and temporal occurrence ofscintillation activity of sufficient strength to affect the L-band GPS signals.
Geodetic Research Laboratory, Department of Geodesy and Geomatics Engineering, University of New Brunswick
FAA National Satellite Test Bed (NSTB)
• Network of dual frequency GPSreceivers, 5 of which are inAlaska.
• Two days (27 August and 13December 1998) of 1Hz dualfrequency data from Kotzebue,Fairbanks and Cold Bay wereused.
150˚W
60˚N 60˚N. Bethel
Sitka
’ Cold Bay
. Fairbanks
. Kotzebue
150˚W
60˚N 60˚N
150˚W
60˚N 60˚N
Geodetic Research Laboratory, Department of Geodesy and Geomatics Engineering, University of New Brunswick
Geomagnetic Activity at College, AK
• The 1 minute mean of the total variation of the geomagnetic fieldmeasured at College, AK is shown for 25-29 August and 11-15December, 1998.
• Note the clear increase in geomagnetic activity during 27 August,compared to the surrounding days, and to the period 11-15 December.
0 6 12 18 24 30 36 42 48 54 60 66 72 78 84 90 96 1021081141205.6
5.65
5.7
5.75
5.8x 10
5
nT
Hours since midnight (UT), 25 August, 1998
0 6 12 18 24 30 36 42 48 54 60 66 72 78 84 90 96 1021081141205.6
5.65
5.7
5.75
5.8x 10
5
nT
Hours since midnight (UT), 11 December, 1998
Geodetic Research Laboratory, Department of Geodesy and Geomatics Engineering, University of New Brunswick
Canadian Active Control System (CACS)
• Network of dual frequency GPS receivers using external atomic frequencystandards.
• Three days of 0.5Hz dual frequency data from CACS reference receivers atYellowknife, Churchill and Algonquin were made available, covering theperiod 17-19 February 1999.
150˚W
120˚W90˚W
60˚W
60˚N 60˚N
. OttawaAlgonquin
St John’s
Victoria . Penticton
Holberg . William’s LakeSchefferville Churchill
Yellowknife
150˚W
120˚W90˚W
60˚W
60˚N 60˚N
150˚W
120˚W90˚W
60˚W
60˚N 60˚N
Geodetic Research Laboratory, Department of Geodesy and Geomatics Engineering, University of New Brunswick
Geomagnetic Activity at Yellowknife, NWT
• The 1 minute mean of the total variation of the geomagnetic fieldmeasured at Yellowknife is shown for the period 16-20 February 1999.
• Note the peak of geomagnetic activity during 18 February 1999.
0 6 12 18 24 30 36 42 48 54 60 66 72 78 84 90 96 1021081141205.9
5.95
6
6.05
6.1
6.15x 10
5
nT
Hours since midnight (UT), 16 February, 1999
Geodetic Research Laboratory, Department of Geodesy and Geomatics Engineering, University of New Brunswick
Losses of Lock on L2
• Losses of lock on the L2 carrier phase are proposed as a proxy formonitoring scintillation activity on an operational level.
• No other hardware would be required at sites already equipped withhigh quality dual frequency receivers.
– This is true of both the NSTB and CACS networks.
0 2 4 6 8 10 12 14 16 18 20 22 240
5
10
Num
ber
of S
atel
lites
SVs ExpectedL2 lost lock
0 2 4 6 8 10 12 14 16 18 20 22 240
5
10
Num
ber
of S
atel
lites
Time (UT)
SVs ExpectedL2 lost lock
Fairbanks, AK27 August 1998
Fairbanks, AK13 December 1998
Geodetic Research Laboratory, Department of Geodesy and Geomatics Engineering, University of New Brunswick
0 2 4 6 8 10 12 14 16 18 20 22 240
0.5
1
Rat
io
0 2 4 6 8 10 12 14 16 18 20 22 245.6
5.65
5.7
5.75
5.8x 10
5
nT
Time (UT)
Correlation of Losses of Lock on L2 withGeomagnetic Activity
• Taking the ratio of the number of epochs for which L2 is not tracked tothe number of observations expected in each 1 minute bin provides ameasure of the impact of ionospheric scintillations on the receiver.
27 August 1998 atFairbanks, AK
Geodetic Research Laboratory, Department of Geodesy and Geomatics Engineering, University of New Brunswick
0 2 4 6 8 10 12 14 16 18 20 22 240
0.5
1
Rat
io
0 2 4 6 8 10 12 14 16 18 20 22 245.6
5.65
5.7
5.75
5.8x 10
5
nT
Time (UT)
13 December 1998 atFairbanks, AK
Correlation of Losses of Lock on L2 withGeomagnetic Activity
• It is clear that the ratio of losses of lock to observations expected iscorrelated with the level of geomagnetic activity
Geodetic Research Laboratory, Department of Geodesy and Geomatics Engineering, University of New Brunswick
Comparison with CORS Receiver at Fairbanks
• 30 second data from an8 channel TurboRogueSNR-8000 located inFairbanks was obtainedand used to provide acomparison with theNSTB Trimble datacollected on 27 August.
• Significantly bettertracking performanceappears to be the casefor the Rogue
0 2 4 6 8 10 12 14 16 18 20 22 240
5
10 CORS
Num
ber
of S
atel
lites
0 2 4 6 8 10 12 14 16 18 20 22 240
0.5
1
Rat
io
0 2 4 6 8 10 12 14 16 18 20 22 240
5
10 NSTB
Num
ber
of S
atel
lites
0 2 4 6 8 10 12 14 16 18 20 22 240
0.5
1
Rat
io
Time (UT)
Geodetic Research Laboratory, Department of Geodesy and Geomatics Engineering, University of New Brunswick
Losses of Lock on L2 at CACS Receivers
• Three consecutive days of dual frequency data from the Yellowknifereceiver were analysed for losses of lock on L2.
• The approximate repetition of the pattern of losses of lock suggeststhat these are multipath- and/or signal blockage-related rather than aresult of ionospheric activity.
0 2 4 6 8 10 12 14 16 18 20 22 240
0.5
1
17 FebruaryR
atio
0 2 4 6 8 10 12 14 16 18 20 22 240
0.5
1
18 February
Rat
io
0 2 4 6 8 10 12 14 16 18 20 22 240
0.5
1
19 February
Rat
io
Time (UT)
Geodetic Research Laboratory, Department of Geodesy and Geomatics Engineering, University of New Brunswick
Rate of Change of Carrier Phase
• Given the apparent relative imperviousness of the TurboRoguereceivers used at the CACS and CORS sites to rapid fluctuations in thephase of the incoming signal, some other method of quantifying theinfluence of ionospheric scintillation activity is required.
• Differencing the L1 and L2 carrier phase removes all systematiceffects common to both frequencies:– satellite motion, satellite clocks, selective availability, troposphere
• High pass filtering removed any remaining constant and long periodeffects, and the standard deviation of 60 second bins of the data wastaken.
Geodetic Research Laboratory, Department of Geodesy and Geomatics Engineering, University of New Brunswick
Sixty Second Standard Deviation of L1-L2Phase Difference
• The elevation angle cut-off was set to 15 degrees in order to partially mitigatemultipath effects.
• A comparison with the plots of geomagnetic field variation indicates that thestandard deviation of the phase difference mirrors the ionospheric activity.
• Note the residual multipath at approximately 2010 UT
15 16 17 18 19 20 210
0.01
0.0217 February
met
res
15 16 17 18 19 20 210
0.01
0.0218 February
met
res
15 16 17 18 19 20 210
0.01
0.0219 February
met
res
Time (UT)
Geodetic Research Laboratory, Department of Geodesy and Geomatics Engineering, University of New Brunswick
Spatial Distribution of Scintillation Activity
• Plotted below is the L2 loss ratio for 27 August 1998 at Fairbanks, Kotzebueand Cold Bay.
• Note the following:– The correlation between the L2 loss patterns at Fairbanks and Kotzebue– The striking difference between the number of losses of lock reported at
Cold Bay compared to that at Fairbanks and Kotzebue
0 2 4 6 8 10 12 14 16 18 20 22 240
0.5
1
Fairbanks
Rat
io
0 2 4 6 8 10 12 14 16 18 20 22 240
0.5
1
Kotzebue
Rat
io
0 2 4 6 8 10 12 14 16 18 20 22 240
0.5
1
Cold Bay
Rat
io
Time (UT)
Geodetic Research Laboratory, Department of Geodesy and Geomatics Engineering, University of New Brunswick
Geographical Distribution of L2 Lossesof Lock
• Maps were produced of the pierce point locations of losses of lock of L2 at analtitude of 300km.
– This height was chosen to reflect the assumed location of F-regiondisturbances which are thought to be the main source of phase fluctuationsat the GPS frequencies.
• Also plotted is the location of the Holzworth and Meng mathematical model ofthe auroral oval.
170˚W160˚W 150˚W 140˚W
130˚W120˚W
50˚N50˚N
60˚N60˚N
70˚N 70˚N
170˚W160˚W 150˚W 140˚W
130˚W120˚W
50˚N50˚N
60˚N60˚N
70˚N 70˚N
170˚W160˚W 150˚W 140˚W
130˚W120˚W
50˚N50˚N
60˚N60˚N
70˚N 70˚N
170˚W160˚W 150˚W 140˚W
130˚W120˚W
50˚N50˚N
60˚N60˚N
70˚N 70˚N
170˚W160˚W 150˚W 140˚W
130˚W120˚W
50˚N50˚N
60˚N60˚N
70˚N 70˚N
170˚W160˚W 150˚W 140˚W
130˚W120˚W
50˚N50˚N
60˚N60˚N
70˚N 70˚N
170˚W160˚W 150˚W 140˚W
130˚W120˚W
50˚N50˚N
60˚N60˚N
70˚N 70˚N
170˚W160˚W 150˚W 140˚W
130˚W120˚W
50˚N50˚N
60˚N60˚N
70˚N 70˚N
170˚W160˚W 150˚W 140˚W
130˚W120˚W
50˚N50˚N
60˚N60˚N
70˚N 70˚N
Poleward andequatorwardboundaries ofauroral oval
L2 tracked
L2 not tracked
Geodetic Research Laboratory, Department of Geodesy and Geomatics Engineering, University of New Brunswick
180˚150˚W
120˚W90˚W
60˚W
30˚W
0˚
30˚E
60˚E
90˚E
120˚E
150˚
E
180˚180˚
150˚W
120˚W90˚W
60˚W
30˚W
0˚
30˚E
60˚E
90˚E
120˚E
150˚
E
180˚180˚
150˚W
120˚W90˚W
60˚W
30˚W
0˚
30˚E
60˚E
90˚E
120˚E
150˚
E
180˚180˚
150˚W
120˚W90˚W
60˚W
30˚W
0˚
30˚E
60˚E
90˚E
120˚E
150˚
E
180˚
IGS and CORS Stations
• International GPSService (IGS) andContinuously OperatingReference System(CORS) dual frequencyGPS data availablefreely over the internet
• Data distribution islimited by the locationsof these receivers, andthere are still large“holes” in coverage
IGS
CORS
IPP
Geodetic Research Laboratory, Department of Geodesy and Geomatics Engineering, University of New Brunswick
Variation of Ionospheric Delay from DualFrequency Phase Observations
• Differencing the L1 and L2 phaseobservations provides a precise butambiguous measure of ionosphericdelay.
• Assuming that no cycles slips occur,the ambiguity is removed, and anaccurate measure of the rate ofchange of ionospheric delay can beobtained.
• Large variations in ionospheric delayindicate large spatial and temporalgradients
• Large spatial and temporal gradientssuggest that the satellite to receiverline of sight is passing through theauroral oval
13.5 14 14.5 15 15.5 16 16.5−2
−1
0
met
res
Yellowknife
13.5 14 14.5 15 15.5 16 16.5−4
−3
−2
met
res
Churchill
13.5 14 14.5 15 15.5 16 16.5−2
−1
0
met
res
Hours (UT)
Algonquin
Geodetic Research Laboratory, Department of Geodesy and Geomatics Engineering, University of New Brunswick
Rate of Change of Ionospheric Delay
• Differencing successive epochsremoves the influence of theunknown ambiguity and the inter-frequency biases
• Data binned into ten minutesections
• Standard deviation taken in eachbin
• This parameter is then used as theinput to surface fit routine, fromwhich maps of the auroral zone arecreated
14 14.5 15 15.5 16 16.5
−0.2
0
0.2
met
res/
epoc
h
Yellowknife
14 14.5 15 15.5 16 16.5
−0.2
0
0.2
met
res/
epoc
h
Churchill
14 14.5 15 15.5 16 16.5
−0.2
0
0.2
met
res/
epoc
hHours (UT)
Algonquin
Geodetic Research Laboratory, Department of Geodesy and Geomatics Engineering, University of New Brunswick
Geomagnetic Field Variation as an Indicator ofAuroral Activity
0 2 4 6 8 10 12 14 16 18 20 22 245.94
5.96
5.98
6x 10
5
18 May
nT
Time (UT)
0 2 4 6 8 10 12 14 16 18 20 22 245.94
5.96
5.98
6x 10
5
21 June
nT
Time (UT)
• Fluctuations in the local geomagnetic field occur as a result ofenhanced electric currents flowing in the auroral ionization.
• Heightened geomagnetic variability can therefore be seen as a reliableindicator of increased auroral activity.
Geodetic Research Laboratory, Department of Geodesy and Geomatics Engineering, University of New Brunswick
Location of Auroral Oval from GPSObservations: 18 May 1999
180˚150˚W
120˚W
90˚W60˚W
30˚W
0˚
30˚E
60˚E
90˚E
120˚E15
0˚E
180˚180˚
150˚W
120˚W
90˚W60˚W
30˚W
0˚
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60˚E
90˚E
120˚E15
0˚E
180˚180˚
150˚W
120˚W
90˚W60˚W
30˚W
0˚
30˚E
60˚E
90˚E
120˚E15
0˚E
180˚
0.0000
0.0001
0.0002
0.0003
0.0004
0.0005
0.0006
0.0007
0.0008
0.0009
0.0010
m/s
180˚150˚W
120˚W
90˚W60˚W
30˚W
0˚
30˚E
60˚E
90˚E
120˚E
150˚
E
180˚180˚
150˚W
120˚W
90˚W60˚W
30˚W
0˚
30˚E
60˚E
90˚E
120˚E
150˚
E
180˚180˚
150˚W
120˚W
90˚W60˚W
30˚W
0˚
30˚E
60˚E
90˚E
120˚E
150˚
E
180˚
0.0000
0.0001
0.0002
0.0003
0.0004
0.0005
0.0006
0.0007
0.0008
0.0009
0.0010
m/s
180˚150˚W
120˚W
90˚W60˚W
30˚W
0˚
30˚E
60˚E
90˚E
120˚E
150˚
E
180˚180˚
150˚W
120˚W
90˚W60˚W
30˚W
0˚
30˚E
60˚E
90˚E
120˚E
150˚
E
180˚180˚
150˚W
120˚W
90˚W60˚W
30˚W
0˚
30˚E
60˚E
90˚E
120˚E
150˚
E
180˚
0.0000
0.0001
0.0002
0.0003
0.0004
0.0005
0.0006
0.0007
0.0008
0.0009
0.0010
m/s
180˚150˚W
120˚W
90˚W60˚W
30˚W
0˚
30˚E
60˚E
90˚E
120˚E
150˚
E
180˚180˚
150˚W
120˚W
90˚W60˚W
30˚W
0˚
30˚E
60˚E
90˚E
120˚E
150˚
E
180˚180˚
150˚W
120˚W
90˚W60˚W
30˚W
0˚
30˚E
60˚E
90˚E
120˚E
150˚
E
180˚
0.0000
0.0001
0.0002
0.0003
0.0004
0.0005
0.0006
0.0007
0.0008
0.0009
0.0010
m/s
00 00 UT
18 00 UT12 00 UT
06 00 UT
Geodetic Research Laboratory, Department of Geodesy and Geomatics Engineering, University of New Brunswick
Location of Auroral Oval from GPSObservations: 21 June 1999
180˚150˚W
120˚W
90˚W60˚W
30˚W
0˚
30˚E
60˚E
90˚E
120˚E15
0˚E
180˚180˚
150˚W
120˚W
90˚W60˚W
30˚W
0˚
30˚E
60˚E
90˚E
120˚E15
0˚E
180˚180˚
150˚W
120˚W
90˚W60˚W
30˚W
0˚
30˚E
60˚E
90˚E
120˚E15
0˚E
180˚
0.0000
0.0001
0.0002
0.0003
0.0004
0.0005
0.0006
0.0007
0.0008
0.0009
0.0010
m/s
180˚150˚W
120˚W
90˚W60˚W
30˚W
0˚
30˚E
60˚E
90˚E
120˚E
150˚
E
180˚180˚
150˚W
120˚W
90˚W60˚W
30˚W
0˚
30˚E
60˚E
90˚E
120˚E
150˚
E
180˚180˚
150˚W
120˚W
90˚W60˚W
30˚W
0˚
30˚E
60˚E
90˚E
120˚E
150˚
E
180˚
0.0000
0.0001
0.0002
0.0003
0.0004
0.0005
0.0006
0.0007
0.0008
0.0009
0.0010
m/s
180˚150˚W
120˚W
90˚W60˚W
30˚W
0˚
30˚E
60˚E
90˚E
120˚E
150˚
E
180˚180˚
150˚W
120˚W
90˚W60˚W
30˚W
0˚
30˚E
60˚E
90˚E
120˚E
150˚
E
180˚180˚
150˚W
120˚W
90˚W60˚W
30˚W
0˚
30˚E
60˚E
90˚E
120˚E
150˚
E
180˚
0.0000
0.0001
0.0002
0.0003
0.0004
0.0005
0.0006
0.0007
0.0008
0.0009
0.0010
m/s
180˚150˚W
120˚W
90˚W60˚W
30˚W
0˚
30˚E
60˚E
90˚E
120˚E
150˚
E
180˚180˚
150˚W
120˚W
90˚W60˚W
30˚W
0˚
30˚E
60˚E
90˚E
120˚E
150˚
E
180˚180˚
150˚W
120˚W
90˚W60˚W
30˚W
0˚
30˚E
60˚E
90˚E
120˚E
150˚
E
180˚
0.0000
0.0001
0.0002
0.0003
0.0004
0.0005
0.0006
0.0007
0.0008
0.0009
0.0010
m/s
00 00 UT
18 00 UT12 00 UT
06 00 UT
Geodetic Research Laboratory, Department of Geodesy and Geomatics Engineering, University of New Brunswick
Comparison with NOAA Statistical Auroral Oval
Image provided courtesy of the U.S. Department ofCommerce, NOAA, Space Environment Center.
180˚150˚W
120˚W
90˚W60˚W
30˚W
0˚
30˚E
60˚E
90˚E
120˚E
150˚
E
180˚180˚
150˚W
120˚W
90˚W60˚W
30˚W
0˚
30˚E
60˚E
90˚E
120˚E
150˚
E
180˚180˚
150˚W
120˚W
90˚W60˚W
30˚W
0˚
30˚E
60˚E
90˚E
120˚E
150˚
E
180˚
0.0000
0.0001
0.0002
0.0003
0.0004
0.0005
0.0006
0.0007
0.0008
0.0009
0.0010
m/s
Geodetic Research Laboratory, Department of Geodesy and Geomatics Engineering, University of New Brunswick
Conclusions
• Monitoring the rate of change of ionospheric delay with GPS showspromise as a method of locating the auroral oval
• Large spatial and temporal gradients in the auroral ionosphere canhave an effect on GPS and WAAS in two ways:– any grid model is unlikely to have high enough spatial resolution to
adequately represent an active auroral zone
– scintillation activity in the auroral zone is a potential problem, and hasbeen shown to cause losses of lock of the L2 signal
• It is therefore important to understand the spatial extent of areas whichare likely to have an effect on GPS
• Due to the higher inclination of satellites, GLONASS data could beused to augment any GPS based monitoring of the auroral zone.
Geodetic Research Laboratory, Department of Geodesy and Geomatics Engineering, University of New Brunswick
Summary and Future Work
• Implementation of WAAS in Canada requires careful consideration ofionospheric effects
• Validation of WAAS ionospheric grid model a primary task
• Outline system and methodology to monitor operationalWAAS/CWAAS ionospheric modelling performance
• Contingency plan if current WAAS model proves to be insufficient