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Republika HrvatskaDržavna geodetska uprava
Marinko Bosiljevac, dipl.ing. , Prof.dr.sc. Željko Bačić, dr.sc. Marijan Marjanović
FIG Working Week,3-8 may, 2009 Eilat, Israel
Content of presentation
• Introducing – Croatian terrestrialreferent system - HTRS96
• CROPOS - CROatian POsition System –realisation
• CROPOS – technical characteristics• CROPOS – terms of using the service• Conclusion
2
Croatian terrestrial referent system – HTRS96
13 14 15 16 17 18 1942
43
44
45
46
RP020
RP050
RP101
RP1209
RP180
RP182
RP185
RP187
RP188
RP189
RP194
RP196
RP197
RP209
RP210
RP214
RP215
RP222
RP235
RP248RP249
RP258
RP287
RP289
RP294
RP301
RP303
RP316
RP362RP363
RP375
RP384
RP388
RP389
RP391
RP401RP402
RP404
RP5002
RP5003
RP5004
RP5005
RP5008
RP5009
RP5011
RP5013
RP525
RP547
RP579
RP728
RP731
RP733RP733A
RP734
RPG528
RPG601
RPG649
RPG822RPG825
RPG859
RPG872
RPR13
RPR96A
POINTSCroatin
Basic Network
1023II. OrderNetwork
10X10 km
78I. OrderNetwork
Croatian terrestrial referent system – HTRS96
• I. Order Basic Network – CROREF 1994/95/96 GPS Campaigns - 78 points
• II. Order GPS Network – 1997 - 2002 - 1023 points• 2004. - The Goverment of the Republic of Croatia on
proposal of the Geodetic State Administration brought a Decision of the establish a new official geodetic datumsand map projections of the Republic of Croatia
• 2005. - SGA brought Program of implementation of new referent system
• Establishment of GNSS permanent network - CROPOS – the most important tool for its implementation
3
Why CROPOS?
• Compared to the present application of theGNSS survey methods, use of CROPOS havethe following advantages– reduction of investment in the required equipment
(for approx. 50%)– reduction in time (at least 50) and human resources
(at least 50%) – during the surveying– while at the same time increasing the accuracy,
reliability and homogeneity of the obtained surveyingresults
– service available 24/7/365
CROPOS – project realisation• 2004. – feasibility study – bilateral cooperation with
German GTZ• 2005. – project adopted for financing trought National
PHARE 2005 Programm• 2006. – finalized network design and tender
documentation• 2007. – international supply tender was conducted and
contract was signed with Trimble Europe • 2008. – delivery and instalation for all GNSS measure
and ITC equipment was done• 09.12.2008. servis CROPOS was run in official and
practical use
4
CROPOS – technicalcharacteristics
• 30 permanentstations
• 1 control centre –SGA Zagreb
• Distance betweenstations app. 70 km
• PS located on thebuildings of our cadastral offices
CROPOS – Permanent Stations• Trimble Zephyr
Geodetic -GNSS antennaes
• Trimble NetR5 GNSS receiver
5
CROPOS – Control centre• ITC equipment
– HelwetPachard
– Cisco• Trimble GPS
Net Software
Control of System Functioning
• Department of the Basic Fundamental Works are responsible for running, monitoring and maintanance of system
• Trimble GPS RTK software is used forcontinius monitoringof PS
6
Independent Control System
• 2 control PS– stimulating users in
the field– Approx. 600
initialisation per day• RTK Mon• Java Servlet• www.cropos.hr
Calculation of PS Coordinates a• Bernese GPS software ver. 5.0• 7 x 24 sata• ITRF2005, 2008.83 (1503)
– 30 GNSS stations– 4 referent IGS points– 8 control IGS points– σ =1.5 mm, σφ = 1 mm, σλ = 1 mm, σh = 3 mm
• ETRF00 (R05) (~ETRF89)
7
CONTROL IGS POINTS(EUREF – CROPOS)
-0.003-0.004-0.003CroatiaOSJE-0.001-0.0010.002BelgiumBRUS-0.004-0.004-0.002PollandJOZE-0.005-0.003-0.001Czech RepublicGOPE0.001-0.0010.005NetherlandKOSG-0.004-0.007-0.004HungaryPENC-0.002-0.0020.002GermanyPOTS-0.0010.008-0.002ItalyMEDI
(m)(m)(m)DZDYDXStatePoint
CROPOS - System testing
• Measuring 372 points of basic referentialnetwork evenly dispersed over the country– Accuracy of the coordinates determination– System availabity
• Two indenpendent session in period not lessthan 2 hours - 3x5 sec, 3x30sec, 3x60sec
• Achived accuracy for determining the position is about 1 cm and 2 cm for altitude
8
CROPOS services
RINEXRINEX VRS±1 cm (2D, 3D)Internet
(FTP, e-mail)post-processingGPPS
RTCM 2.3RTCM 3.1
±2 cm (2D)±4 cm (3D)
Wireless Internet(GPRS, UMTS)
NTRIP protocolGSM
network solution ofphase surveys in
real timeVPPS
RTCM 2.3±0.3 do ±0.5 m
Wireless Internet(GPRS, UMTS)
NTRIP protocolGSM
network solution ofcoded surveys in
real timeDSP
DATAFORMATACCURACYDATA TRANSFERMETHOD
SOLUTIONSCROPOSservices
CROPOS - terms of using services
• CROPOS services are available only forregistered users– Application form
• Personal details• Type of services and number of licenses• Accept terms of using the services
• User name and password for accesingspecifics service
9
CROPOS - Pricelist
HRK 0,501 minute**RINEXRINEX VRSpost-processing
CROPOS - GPPSGeodetic precisionpositioning service
HRK 0,35HRK 5.000
1 minute1 year
RTCM 2.3RTCM 3.10.02 - 0.04 m
CROPOS - VPPS High-precision positioning service
HRK 300***(1€ = 7,4 HRK)
HRK 1.0001 year*RTCM 2.30.3 - 0.5 mCROPOS - DPS Differentialpositioning service
Registration CostsPriceUnitData FormatAccuracyType of service
CROPOS - users
0
20
40
60
80
100
120
140
160
180
200
num
ber o
f use
rs
31.12.2008 31.01.2009 28.2.2009 31.3.2009 29.4.2009
date
10
CROPOS – users
0
50
100
150
200
250
number of licences
pro.08 sij.09 vlj.09 ožu.09 tra.09date
DPSVPPS FLATVPPS MINGPPS
CROPOS – system use
0
100000
200000
300000
400000
500000
600000
700000
time
in m
inut
es
31.12.2009. 31.1.2009. 28.2.2009. 31.3.2009. 28.4.2009.date
DPSVPPSGPPS
11
CROPOS – system using
0
50000
100000
150000
200000
250000
TIM
E IN
MIN
UTE
S
1.12. – 31.12.2009. 1.1. – 31.1.2009. 1.2. – 28.2.2009. 1.3. – 31.3.2009. 1.4. - 28.4.2009.DATE
DPSVPPSGPPS
Conclusion
• CROPOS is fully functional• Only after 4 months of usage fully
integrated in Croatian surveying society• Pricing model combines cost recovery
(achieved) and fostering economy• Future effort focused on non surveying
users (DGPS service) and improvement(simplification) of transformation issue
• Networking with neibourghing countries
12
Thank you for attention!