Part V Centimeter-Level Instantaneous Long-Range RTK: Methodology, Algorithms and Application
description
Transcript of Part V Centimeter-Level Instantaneous Long-Range RTK: Methodology, Algorithms and Application
Part V
Centimeter-Level Instantaneous Long-Range RTK:
Methodology, Algorithms and Application
GS894G
Presentation Outline
Network RTK – Concept and Benefits
Research Objectives
The MPGPS™ Software
Methodology and Algorithms
Experiments and Test Results
Summary and Conclusions
Current and Future Developments
Network RTK – Concept and Benefits
Traditional RTK limitations (single baseline) Limited to short distances (~10 km)
Ionospheric and tropospheric refraction are the main error sources
Network RTK Atmospheric corrections are evaluated in the
network and broadcast to the user receiver location Single or multi-baseline instantaneous rover solution Long distances – over 100 km Centimeter-level accuracy Suitable for geodetic, surveying and navigation
applications Takes advantage of already available network GPS
infrastructure
Network RTK – Concept and Benefits
Instantaneous RTKAdvantages Due to epoch independence, resistant to negative
effects, such as:Cycle slips and loss of lock
No initialization required for short/medium baselines (~< 50 km)
Short initialization (a few epochs) for longer baselines (~> 50 km)
Provides cm-level accuracy
Disadvantages Challenging ambiguity resolution and validation for
long baselines
instantaneous = single-epoch
Research Objectives
Develop and evaluate state-of-the-art methodology and algorithms for cm-level long-range instantaneous RTK GPS
Analyze the infrastructure necessary to support long-range instantaneous RTK GPS
Investigate atmospheric correction accuracy obtained from GPS reference network with station separation of 100-200 km supporting long-range RTK
MPGPS™ Multi Purpose GPS Processing Software
Developed at Ohio State University (OSU)
Positioning Modules Long-range instantaneous RTK GPS Rapid-static Static Multi-station DGPS Precise point positioning (PPP)
Atmospheric Modules Ionosphere modeling and mapping Troposphere modeling
Positioning Solutions Single-baseline Multi-baseline (network) Stand-alone
Methodology - Functional Model (DD)
1, 1 1,
2 22, 1 2 2 2,
1,
2,
( ) 0
( ) ( / ) 0
( ) 0
(
kl kl k l k l kl klij ij i i i i j j j j ij ij
kl kl k l k l kl klij ij i i i i j j j j ij ij
kl kl k l k l klij ij i i i i j j j j ij
kl kl k l kij ij i i i i j
T T T T I N
T T T T I N
P T T T T I
P T T
2 21 2) ( / ) 0l kl
j j j ijT T I
- satellite indexes
- station indexes
- DD phase and code observation on frequency n
- DD geometric distance
- tropospheric total zenith delay (TZD)
- troposphere mapping function
- DD ionospheric delay
- GPS frequencies on L1 and L2
- GPS frequency wavelengths on L1 and L2
- carrier phase ambiguities
,i j
, ,kln ij ,
kln ijPklij
,i jT
kiklijI
1 2,
1 2,
1, 2,,kl klij ijN N
,k l
All parameters in the mathematical model are considered
pseudo-observations with a priori information (σ = 0 ÷ )
Sequential Generalized Least Squares (GLS)
( , ) 0b bF XF L L
bXL
bFL - instantaneous parameters (e.g., ionospheric
delays)- accumulated parameters (e.g., ambiguities)
Two characteristic groups of interest:
Flexibility, easy implementation of:
stochastic constraints fixed constraints weighted parameters Filters (e.g., forward, backward)
Methodology - Adjustment Model
0 FbFX
bFF WLBLB
Methodology - Network Solution
Network correction generation Precisely known reference station coordinates Double-difference (DD) ionospheric delay estimation and
decomposition to zero-difference (ZD) Single layer model (SLM) ionosphere approximation Tropospheric total zenith delay (TZD) estimation
Ambiguity resolution (AR) Least square AMBiguity Decorrelation Algorithm
(LAMBDA)
Validation W-ratio and success-rate
Unknowns DD Ionospheric delays, Tropospheric TZD per station, DD
ambiguities
The network corrections are broadcast to the rover in a form of a grid
Methodology - Network Solution
Ionospheric delay decomposition
n-2 linearly independent DD observation equations for an individual baseline and n ZDs, thus rigorous decomposition is not possible
Solutions
Introduce additional independent constraints on at least two ZD delay parameters
Introduce loose constraints to the diagonal of the normal matrix
Both methods are numerically identical
However, the first method results in an “unbiased” estimate while the second one provides a “biased” estimate in the least squares sense
Methodology - Network Solution
Single layer model (SLM) ionosphere approximation
Slant ionospheric delays estimation from dual-frequency GPS data at the permanent stations
Slant ionospheric delays conversion to vertical total electron content (VTEC) at ionosphere pierce points (IPPs)
Kriging interpolation to produce LIM in a form of a grid using the calculated vertical TEC values at IPPs
Methodology - Network Solution
SLM assumes that all free electrons are contained
in a shell of infinitesimal thickness at altitude H
z - zenith angle
H - SLM height
R - Earth radius
SLM – Single Layer Model
1 TECU = 1016 ellectron/m2
= 0.162 m delay/advance
Methodology - Rover Solution
Single or multi-baseline mode
Step one – short on-the-fly (OTF) initialization (a few epochs)
Ionospheric and tropospheric delays are provided by the network to initiate the rover solution
Step two – instantaneous (single-epoch)
DD ionospheric delays from the previous correctly resolved epoch are applied in the rover solution as a prediction
TZD provided from the network
Unknowns
Rover position and ambiguities
The DD ionospheric delays and TZD are tightly constrained in the GLS adjustment
Experiments and Test Results
1. Ionospheric model comparison (Ohio CORS)
Quality test of several ionosphere modeling techniques derived from GPS permanent tracking network data
Local – MPGPS-NR (network RTK) Regional – NGS MCON and NGS MAGIC Global ionospheric models – IGS global ionosphere map
(GIM)
2. Instantaneous long-range RTK analysis (Ohio CORS)
Distances between reference stations ~200 km Distances to the rover ~100 km
3. Network RTK in the state of Israel - GIL network (GPS in Israel)
The impact of the ionospheric correction latency on long-baseline instantaneous kinematic GPS positioning
Experiments and Test Results (1)
The ionospheric models
MPGPS™-NR — network RTK (NR) dual frequency carrier phase-based model, decomposed from DD ionospheric delays; single layer; local – uses several stations closest to the rover
IGS GIM — international GPS Service (IGS) global ionospheric map (GIM); single layer; global - ~200 stations
NGS ICON — absolute model based on undifferenced dual-frequency ambiguous carrier phase data; single layer; regional - ~340 CORS stations (USA)
NGS MAGIC — carrier phase DD-based tomographic method; 3D; regional - ~150 CORS and IGS stations (USA)
Experiments and Test Results (1)
Test data Ohio CORS, August 31, 2003
24-h data set was processed in 12 sessions, each 2-h long 30-s data sampling rate Predicted satellite orbits and clock corrections (IGS) Different reference satellite for each session Varying ionospheric total electron content (TEC) levels Varying GPS constellation KNTN CORS station was selected as rover for the
simulation
Network solutionatmospheric corrections
Rover baseline solution
Network map Baseline map
104km
109km124km
108km
KNTN
63km
98km
KNTN
LSBN
(rover)
Test area maps (Ohio CORS)
Experiments and Test Results (1)
Experiments and Test Results (1)
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24-0.5-0.4-0.3-0.2-0.1
00.10.20.30.40.5
MPGPS-L4 (Reference "truth")
[m]
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24-0.5-0.4-0.3-0.2-0.1
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MPGPS-NR
[m]
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24-0.5-0.4-0.3-0.2-0.1
00.10.20.30.40.5
IGS GIM
[m]
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24-0.5-0.4-0.3-0.2-0.1
00.10.20.30.40.5
ICON (NGS)
[m]
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00.10.20.30.40.5
MAGIC (NGS)
[m]
hours
Estimated and interpolated DD ionospheric correctionsfor the analyzed models, 24 h, KNTN-SIDN (60 km)
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24-0.5-0.4-0.3-0.2-0.1
00.10.20.30.40.5
MPGPS-P4
[m]
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24-0.5-0.4-0.3-0.2-0.1
00.10.20.30.40.5
MPGPS-NR
[m]
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24-0.5-0.4-0.3-0.2-0.1
00.10.20.30.40.5
IGS GIM
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00.10.20.30.40.5
ICON (NGS)
[m]
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00.10.20.30.40.5
MAGIC (NGS)
[m]
hours
Experiments and test Results (1)
DD ionospheric residuals with respect to the reference “truth” MPGPS-L4
KNTN-SIDN (60 km), 24 h
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24-0.5-0.4-0.3-0.2-0.1
00.10.20.30.40.5
MPGPS-L4 (Reference "truth")
[m]
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24-0.5-0.4-0.3-0.2-0.1
00.10.20.30.40.5
MPGPS-NR
[m]
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24-0.5-0.4-0.3-0.2-0.1
00.10.20.30.40.5
IGS GIM
[m]
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24-0.5-0.4-0.3-0.2-0.1
00.10.20.30.40.5
ICON (NGS)
[m]
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24-0.5-0.4-0.3-0.2-0.1
00.10.20.30.40.5
MAGIC (NGS)
[m]
hours
Experiments and Test Results (1)
Estimated and interpolated DD ionospheric correctionsfor the analyzed models, 24 h, KNTN-DFI (100 km)
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24-0.5-0.4-0.3-0.2-0.1
00.10.20.30.40.5
MPGPS-P4
[m]
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24-0.5-0.4-0.3-0.2-0.1
00.10.20.30.40.5
MPGPS-NR
[m]
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24-0.5-0.4-0.3-0.2-0.1
00.10.20.30.40.5
IGS GIM
[m]
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24-0.5-0.4-0.3-0.2-0.1
00.10.20.30.40.5
ICON (NGS)
[m]
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00.10.20.30.40.5
MAGIC (NGS)
[m]
hours
Experiments and Test results (1)
DD ionospheric residuals with respect to the reference “truth” MPGPS-L4
KNTN-DEFI (100 km), 24 h
Residuals in [%] below the cut-off 24 h
KNTN-SIDN (~60 km)KNTN-DEFI (~100 km)
±10 cm ±5 cm ±10 cm ±5 cm
MPGPS-NR99.394.299.394.2
IGS GIM94.971.481.754.3
ICON58.431.958.232.5
MAGIC98.083.390.167.1
Residual statistics (24h)
Ionospheric delay residual statistics 5 and 10 cm cut-off limits
± 5 cm = ~1/4 of a cycle (required for pure instantaneous)
± 10 cm = ~1/2 of a cycle
Experiments and Test Results (1)
4 4.25 4.5 4.75 5 5.25 5.5 5.75 6
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04:00 - 06:00 UTC
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Instantaneous RTK positioning, 2h sessions, KNTN-SIDN (~60 km)
neu
neu
n,e,u, residuals with respect to the known coordinates, KNTN-SIDN, 60 km
n,e,u, residuals with respect to the known coordinates, KNTN-DEFI, 100 km
Examples of instantaneous positioning after 3-epoch OTF initialization, MPGPS-NR
Experiments and Test Results (1)
Summary and conclusions
Different ionospheric models were analyzed
• Varying TEC levels, generally quiet ionospheric conditions
• Varying GPS constellation
MPGPS-NR provided the best solution
• Can support instantaneous AR and high-accuracy positioning
Ionospheric correction accuracy of 1-6 cm (1 sigma)
Stochastic constraints in the GLS depend on the ionospheric activity level
Other models: lower rate of success of instantaneous AR
Experiments and Test Results (1)
Test data Ohio CORS, August 31, 2003
Four two-hour sessions (daytime):
14 - 16 UT (10pm - 12pm LT)
16 - 18 UT (12pm - 14pm LT)
18 - 20 UT (14pm - 16pm LT)
20 - 22 UT (16am - 18pm LT)
30-second sampling rate (i.e., 120 epochs per session)
Predicted satellite orbits and clock corrections (IGS)
Distances between reference stations ~200 km
Distances to the rover >100 km
COLB CORS station was selected as rover for the simulation
Experiments and Test Results (2)
Network solutionatmospheric corrections
Roverbaseline solution
Network map Baseline map
212 km
206 k
m
193 km
121 km
LSBN
(rover)
Test area maps (Ohio CORS)
Experiments and Test Results (2)
Residuals (n,e,u ) with respect to the known coordinates, COLB-LEBA, 121
km,
and satellite visibility at station COLB
14-16 UT (10am-12pm LT) 16-18 UT (12pm-14pm LT)
Experiments and Test Results (2)
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Experiments and Test Results (2)
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Residuals (n,e,u ) with respect to the known coordinates, COLB-LEBA, 121
km,
and satellite visibility at station COLB
Summary and conclusions
A sub-network characterized by inter-station separation of ~200 km was chosen to generate the atmospheric corrections
The rover-reference stations distances are larger than 100 km
Although these large distances, centimeter-level instantaneous rover positioning was demonstrated in this simulation.
The vertical component is weaker than the horizontal ones, as expected
It may be concluded that 200 km separation between the GPS reference stations is a sufficient infrastructure for centimeter- level long range instantaneous RTK
Experiments and Test Results (2)
Test data
GIL (GPS in Israel) permanent network, June 21, 2004
Four one-hour sessions:
01 - 02 UT ( 4am - 5am LT) - sunrise
09 - 10 UT (12am - 13pm LT) - noon
13 - 14 UT (16am - 17pm LT) - afternoon
17 - 19 UT (20am - 21pm LT) - sunset
10-second sampling rate (i.e., 360 epochs per session)
Predicted satellite orbits and clock corrections (IGS)
Distances between reference stations ~100-200 km
Distances to the rover ~50-100 km
GILB station was selected as rover for the simulation
Experiments and Test Results (3)
Test area map (GIL network)
The network provides atmospheric corrections
to the rover (GILB)
The rover station does not contribute to the
atmospheric corrections
Distances Reference network:
110-180 km
To the rover:50, 85, 98 km
Station heights
37-1083 m
112 k
m
180 k
m
110 k
m
50 km
85 k
m
98
km
Roverh=507m
(37m)
(1083m)
(32m)
Experiments and Test Results (3)
MPGPS-derived TEC Maps for the four analyzed sessions
33oE 34
oE 35
oE 36
oE 37
oE
29oN
30oN
31oN
32oN
33oN
34oN
TECU
5
10
15
20
25
30
33oE 34
oE 35
oE 36
oE 37
oE
29oN
30oN
31oN
32oN
33oN
34oN
TECU
5
10
15
20
25
30
33oE 34
oE 35
oE 36
oE 37
oE
29oN
30oN
31oN
32oN
33oN
34oN
TECU
5
10
15
20
25
30
33oE 34
oE 35
oE 36
oE 37
oE
29oN
30oN
31oN
32oN
33oN
34oN
TECU
5
10
15
20
25
30
4:30 am LT(sunrise)
lowest TEC highest
gradients
12:30 pm LT(noon)
highest TEClowest
gradients
16:30 pm LT(afternoon)
20:30 pm LT(sunset)
Experiments and Test Results (3)
DD ionospheric delay residuals, interpolated vs. “true” (MPGPS-L4),
GILB-DRAG baseline (98 km)
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12-13 pm LTnoon
16-17 pm LT - afternoon
20-21 pm LT sunset
Experiments and Test Results (3)
5 cm is the accuracy limit
for pure instantaneous
DD ionospheric delay residuals (with respect to MPGPS-L4) for different latencies,
GILB-CSAR baseline (50 km), 4–5 am LT
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The large residuals reflect the high gradients (sunrise)
Experiments and Test Results (3)
Single-baseline RTK position residuals (n,e,u) with respect to the known coordinates,
GILB-CSAR (50 km), 4–5 am LT
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unresolved ambiguities
Experiments and Test results (3)
10 s latency, single-baseline
Multi-baseline RTK position residuals (n,e,u) with respect to the known coordinates,
GILB-CSAR (50 km) and GILB-ELRO (85), 4–5 am LT
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Experiments and Test Results (3)
DD ionospheric delay residuals with respect to MPGPS-L4 for different latencies,
GILB-DRAG baseline (98 km), 12–13 am LT
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The small residuals reflect the low gradients (noon)
Experiments and Test Results (3)
Single-baseline RTK position residuals (n,e,u) with respect to the known coordinates,
GILB-DRAG (98 km), 12–13 am LT
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Experiments and Test Results (3)
Statistics: instantaneous AR success rate
50 km98 km
Latency/Session
30 s60 s90 s30 s60 s90 s
sunrise100.0100.099.2100.0100.095.8
noon100.0100.0100.0100.0100.0100.0
afternoon100.0100.0100.0100.0100.0100.0
sunset100.0100.0100.0100.0100.097.2
Example AR success (%), single-baseline solution
Note: the multi-base solution solved 100% of the ambiguities
Experiments and Test Results (3)
Summary and conclusions
The interpolated ionospheric correction accuracy may not always be sufficient to assure pure instantaneous AR in the baseline mode (more than 5 cm)
It was demonstrated that when the single-baseline solution fails and the multi-baseline solution takes over, instantaneous AR can be sustained
For the existing ionospheric conditions, network configuration and processed baseline lengths (~100 km), 90-second latency seems to be a limit for reliable instantaneous AR
Once the ambiguities are correctly resolved, centimeter-level positioning can be assured over long baselines (>100 km)
Again, the vertical component is weaker than the horizontal ones
The long-range instantaneous RTK module in the MPGPS™ software can provide cm-level rover position over long distances
Experiments and Test Results (3)
Algorithm applications
Current OPUS-RS - Extending the NGS (National Geodetic Survey)
OPUS (On-line Positioning User Service) with rapid static capability, based on the MPGPS™ Network RTK algorithms Current requirement – 2-4 hours Future rapid static requirement – 10-15 minutes Predicted user number increase – about 10 times
ICON and MAGIC - Quality evaluation of the two NGS ionosphere models
Future Further analysis to fully asses the RTK algorithm capabilities
Longer latencies (up to a few minutes using multi-base solution)
Different ionospheric conditions (i.e., ionospheric storms) Longer baselines Real kinematic data