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AN APPROACH TO DEVELOP MENT OF VIRTUAL DGPS NETWORK S. Miroslav J. Tsvetkov, Kosta I. Ivanov Naval Academy , Varna, Bulgaria. UNCLASSIFIED. DGPS Coverage over Mediterranean and Black Sea Region - February 2008. Red color – Active DGPS Radiobeacons; - PowerPoint PPT Presentation
Citation preview
11
ANAN APPROACH APPROACH TOTODEVELOPDEVELOPMENTMENT OFOF
VIRTUAL DGPS VIRTUAL DGPS NETWORKNETWORKSS
Miroslav Miroslav J. J. Tsvetkov,Tsvetkov,
Kosta I. IvanovKosta I. Ivanov
Naval AcademyNaval Academy, Varna, Bulgaria, Varna, Bulgaria
UNCLASSIFIED
22
DGPS Coverage over Mediterranean and Black Sea DGPS Coverage over Mediterranean and Black Sea
Region - Region - February 2008February 2008
Red colorRed color – Active DGPS Radiobeacons; – Active DGPS Radiobeacons;Green colorGreen color – Not Active DGPS Radiobeacons (proposed, planed or tested); – Not Active DGPS Radiobeacons (proposed, planed or tested);
UNCLASSIFIED
33
Only 7 DGPS Radiobeacons are Active over 2.5 Only 7 DGPS Radiobeacons are Active over 2.5 millions kmmillions km22
DGPS Coverage over Mediterranean and Black Sea DGPS Coverage over Mediterranean and Black Sea
Region - Region - February 2008February 2008
UNCLASSIFIED
44
The accuracy of GNSSThe accuracy of GNSS
NavstarNavstar
36 meters horizontal accuracy at the 95% 36 meters horizontal accuracy at the 95% confidential level (2drms)confidential level (2drms)
77 meters vertical accuracy at the 95% 77 meters vertical accuracy at the 95% confidential level (2drms)confidential level (2drms)
GLONASSGLONASS
similar and sometimes bettersimilar and sometimes better
UNCLASSIFIED
55
Maritime User NeedsMaritime User Needs
International Maritime Organization (IMO) International Maritime Organization (IMO) Resolution A.915(22)Resolution A.915(22)
US Department of Defense and US US Department of Defense and US Department of TransportationDepartment of Transportation
“ “2001 Federal Radionavigation Systems” 2001 Federal Radionavigation Systems” (FRS)(FRS)
UNCLASSIFIED
66
Table 1 - Maritime User NeedsTable 1 - Maritime User Needs
Source Phase of navigation Accuracy required
(2drms) GNSS
IMO
Rez.А.915(22)
App. 2
Ocean, Coastal, Port and restricted waters,
Inland waterways
horizontal
10 mDoes not provide
IMO
Rez.А.915(22)
App. 3
Search and rescue, Oceanography, Fisheries, Recreation and leisure
horizontal
10 mDoes not provide
US
FRS
Inland waterway:
– Recreational boats & smaller vessels
– All ships and tows
horizontal
5 – 10 m
2 – 5 m
Does not provide
US
FRS
Harbor entrance and approach:
– All ships
– Resource exploration
horizontal
8 – 20 m
1 – 5 m
Does not provide
US
FRS
Coastal – All Ships
Ocean – All Ships
460 – 3700 m
3700 – 7400 mProvide
UNCLASSIFIED
77
Augmentation SystemsAugmentation Systems
wide area (WAAS, EGNOS, MSAS)wide area (WAAS, EGNOS, MSAS)
regional (SkyFix, StarFix, Eurofix, GRAS) regional (SkyFix, StarFix, Eurofix, GRAS)
local (maritime, aeronautical, geodetical)local (maritime, aeronautical, geodetical)
The best accuracy is achieved when using The best accuracy is achieved when using data from a local reference station situated data from a local reference station situated
near the user.near the user.
UNCLASSIFIED
88
Virtual Reference Station (VRS)Virtual Reference Station (VRS)
UNCLASSIFIED
99
User Effective Range Error (UERE)User Effective Range Error (UERE)
(3)
Estimated Position Error (EPE)Estimated Position Error (EPE)
(4)
Pseudorange Error BudgetPseudorange Error Budget
UNCLASSIFIED
User Range Error (URE)User Range Error (URE) URE = URE = ΔΔION + ION + ΔΔTRO + TRO + ΔΔSVSV (1)(1)User Equipment ErrorUser Equipment Error (UEE)(UEE)UEE = UEE = ΔΔMP + MP + ΔΔRR (2)(2)
2 2( )UERE URE UEE
(2 ) 2. .drmsEPE HDOPUERE
1010
OUR APPROACHOUR APPROACH
Reduce the Reduce the User Range ErrorUser Range Error (URE)(URE)
Calculate Calculate ΔΔIONION
(5)(5)
Calculate Calculate ΔΔTROTRO
(6)(6)
Calculate Calculate ΔΔSVSV
(7)(7)
2
1[ ] 40,25. .
cos 'ION
VTECm
f z
UNCLASSIFIED
[ ] . .TRO H Wm ZHDMF ZWDMF
2 2 2[ ] ( ) ( ) ( ) .SV eph IGS eph IGS eph IGS SVm x x y y z z c t
1111
Virtual Reference System ModelVirtual Reference System ModelStructural DiagramStructural Diagram
UNCLASSIFIED
1212
EXPERIMENTEXPERIMENT
• Date – 12.02.2008Date – 12.02.2008• Duration – 24 hoursDuration – 24 hours• Meteorological Data from Met.St. Meteorological Data from Met.St.
Varna,Varna,Bulgaria (WMO number 15552)Bulgaria (WMO number 15552)
• PC with MatLab and Internet PC with MatLab and Internet ConnectionConnection
• TransmitterTransmitter • DGPS ReceiverDGPS Receiver • GPS ReceiverGPS Receiver • Laptop Laptop
UNCLASSIFIED
1313
RESULTSRESULTS 86400 position reports from GPS Receiver have 86400 position reports from GPS Receiver have
been recorded (24 hours every second).been recorded (24 hours every second). Best accuracy has been achieved with using Best accuracy has been achieved with using
Hopfield’s troposphere model and Black’s Hopfield’s troposphere model and Black’s mapping function.mapping function.
Diagrams of the Diagrams of the horizontal accuracyhorizontal accuracy alternation alternation during experiment are shown on the next three during experiment are shown on the next three
slides.slides.
On the abscissa is plotted On the abscissa is plotted time (UTC)time (UTC) and on the and on the ordinate is plotted the value of ordinate is plotted the value of Circular Error Circular Error
Probable (CEP)Probable (CEP) in meters. in meters.
UNCLASSIFIED
1414
Green colorGreen color – Actual values of CEP – Actual values of CEPRed curveRed curve – Average values of CEP – Average values of CEP
CEP is alternating betweenCEP is alternating between 1,22 1,22 m andm and 1,55 1,55mm
in other words in other words the average HORIZONTAL ACCURACY at 95% the average HORIZONTAL ACCURACY at 95% confidence levelconfidence level ( (22drmsdrms))
is alternated between is alternated between 2,932,93 m and 3 m and 3,,73 m73 m
Accuracy AlternationAccuracy Alternationfor 30 minutes time intervalfor 30 minutes time interval
UNCLASSIFIED
1515
Accuracy AlternationAccuracy Alternationfor 2 hours time Intervalfor 2 hours time Interval
Green colorGreen color – Actual values of CEP – Actual values of CEPRed curveRed curve – Average values of CEP – Average values of CEP
The average HORIZONTAL ACCURACY at 95% confidence level The average HORIZONTAL ACCURACY at 95% confidence level ((22drms) for this period alternated drms) for this period alternated
between between 33,,84 84 m and 4m and 4,,6666 m. m.
UNCLASSIFIED
1616
Green colorGreen color – Actual values of CEP – Actual values of CEPRed curveRed curve – Average values of CEP – Average values of CEP
The average HORIZONTAL ACCURACY at 95% confidence level The average HORIZONTAL ACCURACY at 95% confidence level ((22drms) for this perioddrms) for this period
alternated between alternated between 22,,98 98 m and 4m and 4,,0606 m. m.
Accuracy AlternationAccuracy Alternationfor 30 minutes time intervalfor 30 minutes time interval
UNCLASSIFIED
1717
CONCLUSIONCONCLUSION
For period of 24 hours the For period of 24 hours the worst horizontal worst horizontal accuracyaccuracy at 95% confidence level is at 95% confidence level is
4,66 meters4,66 meters
UNCLASSIFIED
1818
THE MAJOR ADVANTAGES ARETHE MAJOR ADVANTAGES ARE
provide to maritime GPS users twice better provide to maritime GPS users twice better accuracy than the one required by IMO and accuracy than the one required by IMO and US;US;
cost effective;cost effective; independent of real reference stations;independent of real reference stations; no need to be stationary, can be mounted on no need to be stationary, can be mounted on
ship’s bridge;ship’s bridge; can establish and supply several Virtual can establish and supply several Virtual
Reference Stations simultaneously;Reference Stations simultaneously;
UNCLASSIFIED
1919
EXAMPLES OF USAGEEXAMPLES OF USAGE
The first example presents the potential of The first example presents the potential of the proposed model to establish a network the proposed model to establish a network or networks of virtual reference systems to or networks of virtual reference systems to provide high accuracy over a fixed sea provide high accuracy over a fixed sea areaarea
The second example presents the mobility The second example presents the mobility of the virtual reference systemof the virtual reference system
UNCLASSIFIED
2020UNCLASSIFIED
2121UNCLASSIFIED
2222UNCLASSIFIED
2323UNCLASSIFIED
2424UNCLASSIFIED
2525UNCLASSIFIED