South African Network of Continuously Operating GNSS Base ... · The South African Network of...

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TrigNet: The South African Network of Continuously Operating GNSS Base Stations ESESA User Need Workshop Thread 2: Status of Current GNSS Applications in South Africa Somerset West 2 March 2011 R Wonnacott

Transcript of South African Network of Continuously Operating GNSS Base ... · The South African Network of...

Page 1: South African Network of Continuously Operating GNSS Base ... · The South African Network of Continuously Operating GNSS Base Stations ESESA User Need Workshop Thread 2: Status of

TrigNet: The South African Network

of Continuously Operating GNSS

Base Stations

ESESA User Need Workshop

Thread 2: Status of Current GNSS Applications in South Africa

Somerset West

2 March 2011

Base StationsR Wonnacott

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• General Considerations

• TrigNet Architecture

• Post Processing and Real Time Services

• Methods of Delivery

Overview

• Co-ordinate System

• Current Status

• Non-positioning Applications

• Future

• Conclusion

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• System must be receiver independent - RINEX, RTCM

• System must be reliable through integrity monitorin g and redundancy

• Post processing data must be as fresh as possible

General Considerations

• Real time services must be available as close to 24 /7 as possible

• Cost of services must not be excessive to user

• System must be expandable and flexible

• System must meet the accuracy demands placed on it

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• One control station at Mowbray

• Redundancy built into network

• Provide a range of post -processing services and

Basic Design 1

• Provide a range of post -processing services and products and real time services

• Have 58 stations in full operation and in process o f expanding (February 2011)

• Stations between 40 km and 300 km apart

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Post processing

or

Real time users

Remote station Remote station

Basic Design 2

Internet

Control centre

Remote station

Remote station

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SIGNAL SPLITTER

Remote Station Layout

GPS 2GPS 1

SWITCH / HUB

ROUTER

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• Data available in Receiver Independent Exchange for mat (RINEX V2.11 which includes L2C & L5 and other feat ures ).

• Hourly data from all stations available approximate ly 30 minutes after each hour of observation. - Unchecked

Post Processing Products 1

• 24 hour data available on following day from all st ations. Checked

• Data is available via internet (ftp) , e-mail, CD, DVD etc.

• Achievable accuracy could be 0.05 m or better depen ding on users receiver and antenna type, location, proce ssing software, etc

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Standard RINEX products

• 1 hour 1 second L1, L2 data• 24 hour 5 second L1 data• 24 hour 1 second L1,L2 data

Post Processing Products 2

• 24 hour 30 second L1,L2 data

Customized RINEX products• Wide range of options available through “RINEX Shop ” on

web page

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• Data available in Radio Technical Commission: Marit ime format (RTCM)

• DGPS– pseudo range corrections provided in RTCM V 2.3– sub metre accuracy possible from single base statio n

�RMS 0.35 m Hor and 1 m Vert irrespective of distance

Real Time Services

�RMS 0.35 m Hor and 1 m Vert irrespective of distance– used for navigation and GIS applications– Country wide coverage

• RTK– carrier phase corrections provided in RTCM V 3.1– sub 5 cm accuracy possible from 40km of a single b ase

station but generally�2-3 cm Hor and ~ 10cm Vert

– used for precise navigation and by surveyors and en gineers

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NTRIP (Network Transport of RTCM by Internet Protoc ol)

• Users download RTCM RTK observables or DGPS correc tions from an Internet site in real time.

• Corrections or GPS observables received are based e ither on one station or on a network solution.

Delivery of RT Services 1

one station or on a network solution.

• Field connection to internet can be via any technol ogy eg GSM, GPRS (3G), Satellite phone etc

• GSM & GPRS have disadvantages of coverage.

• Low cost GPRS costs ~R2/Mb. NTRIP uses ~400 Kb/hou r

• Could be used for in-shore hydrographic work or navi gation

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Delivery of RT Services 2

NTRIP Web Server-DGPS-RTK

GSM / GPRS

Network Control Centre

GSM / GPRSLand Line

etcRINEX Web Server

Base Station / User Seperation : Post processing – Po ssible to get <5cm @ 500km or greaterDGPS – 35cm irrespective of distance RTK – <5cm @ ~40 km

Active GNSS Base station

Real Time Users

Post Processing Users

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• GNSS and TrigNet are observing or measurement tools which operate in a co-ordinate reference frame different to Hartebeesthoek 94

• Users must transform surveys conducted using GNSS o r TrigNet to the official Hartebeesthoek 94 co -

Co-ordinate System 1

TrigNet to the official Hartebeesthoek 94 co -ordinate system.

X

Y

Yo

Xo

θ

y

x

GNSS / TrigNet ( ITRF 2005 )

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Differences between:

TrigNet

(ITRF 2005 epoch 2010.02)

and

Short nameITRF2005-Hart94

dy dx

ANTH -0.077 -0.426

BENI -0.265 -0.386

BETH -0.180 -0.417

BFTN -0.039 -0.387

Co-ordinate System 2

and

Hart94

(ITRF 1991 epoch 1994.0)

(NB Gauss Conform Lo co-ordinates)

BFTN -0.039 -0.387

BRIT -0.236 -0.387

BRNK -0.241 -0.343

BWES -0.140 -0.462

CALV -0.248 -0.475etc " "

etc " "

etc " "

Mean -0.197 -0.413

Stdev 0.073 0.056

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Simple view of plate motions

Co-ordinate System 3

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Hartebeesthoek 94 remains the official co -ordinate reference frame

Co-ordinate System 4

official co -ordinate reference frame for South Africa

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Status 2011-02-16

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Post processing applications• Surveying and GIS

• Atmospheric science•Monitoring of atmospheric water vapour for climate monitoring•Monitoring of ionosphere for communication and posi tioning

• Geophysics

Applications of TrigNet

• Geophysics•Long term monitoring of station positions – plate te ctonics

Real time applications• Surveying and GIS

• Navigation

• Weather forecasting & ionosphere mapping

• Timing

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Plate Motions within South Africa

Non-Navigation Applications 1

How rigid is a rigid plate?Geodetic constraint from the TrigNet CGPS network, South Africa.R. Malse r v i s i , U . H u g e n t o b l e r , R . W o n n a c o t t , R . C h a c k o IAESPEI Cape Town 2009

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Space weather

• Ionospheric mapping of variation of annual TEC over South Africa from network of GNSS base stations

Nov

Dec

Month

Nov

Dec

Month

Non-Navigation Applications 2

Jan

Feb

Mar

Apr

May

Jun

Jul

Aug

Sep

Oct

Nov

Hour of day [UT]0 2 4 6 8 10 12 14 16 18 20 22 24

Hour of day [UT]0 2 4 6 8 10 12 14 16 18 20 22 24

Jan

Feb

Mar

Apr

May

Jun

Jul

Aug

Sep

Oct

Nov

Thanks to B Opperman of Hermanus Magnetic Observatory for plots

2002 2004

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Climate monitoring and Weather forecasting

• Comparison of GNSS with Radiosonde estimates of Precipitable Water Vapour (PWV)

• Less than 3 hour latency required for weather forec asting

Non-Navigation Applications 3

0

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PW

V m

m

Comparison Radiosonde (IWV) / GPS (PWV)Bethelehem 1 - 31 March 2004

Mean diff (IWV-PWV) = -3.70 mmStd dev = 1.56 mm

GPS

RAOBs

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TrigNet data being used for:

• International GNSS Service (IGS) Real Time Working Group

• International GLONASS Service (IGLOS)

• Constellation Observing System for Meteorology, Ion osphere & Climate (COSMIC) and FORMOSAT-3 Taiwan's Formosa Satellite Mission #3

International Activities

•National Oceanic and Atmospheric Adminstration (Met erology)

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• Densification along Southern Cape Coast, Northern F ree State, KwaZulu-Natal and Central Cape with link to SKA

• Increase number of GPS/GLONASS receivers

Operationalize ionospheric mapping in co -operation with

Future

• Operationalize ionospheric mapping in co -operation with HMO Implications on single frequency positioning

• Increase co-operation with SAWS for weather forecas ting and climate monitoring applications

• Will have to consider a rebuild from about 2012 to cater for GPS modernization plus GLONASS and Galileo (2013???)

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• The services available from TrigNet are easily avai lable.

• NTRIP is “state of the art” in real time service pr ovision.

• The applications of TrigNet are not confined to positioning.

Conclusion

positioning.

• A rebuild is planned to accommodate GPS modernization, GLONASS and Galileo.

•TrigNet is building up a strong recognition within the International community as a provider of reliable a nd good quality data

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Thank You

Website for further information and data

www.trignet.co.za

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Plate Motions within South Africa

Non-Navigation Applications 1

C.J.H. Hartnady, E. Calais & R. Wonnacott (2007): “ ITRF2000 velocity field from the South African TrigNet GPS array and the African GNS S network: Implications for Nubia-(Rovuma-Lwandle-)Somalia plate motions” East Africa n Rift Conference, Kampala

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Remote Station

Remote Station

VRS - Networked Real Time Solution 2

Network Control Centre

Remote Station

Remote Station

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WWWNTRIP

Remote Station

Remote Station

VRS - Networked Real Time Solution 3

Network Control Centre

Remote Station

Remote Station

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WWWNTRIP

Remote Station

Remote Station

Virtual Reference

VRS - Networked Real Time Solution 4

Network Control Centre

Remote Station

Remote Station

New VRS computed when user 5 km from initial station

Reference Station (VRS)

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Monthly Download of TrigNet Data

2000250030003500400045005000

0500

100015002000

07-J

ul

07-A

ug

07-S

ep

07-O

ct

07-N

ov

07-D

ec

08-J

an

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eb

08-M

rch

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prl

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ay

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un

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08-S

ep

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ec

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eb

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rch

PP Files PP Volume RT Hours RT Volume

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Plate Tectonics 1

• It has been known for many years that the earth’s crust is made up of many plates floating on the mantle. This knowledge gained through geological records. For example Mid Atlantic Ridge.

• By and large, the continents are located on these plates.Some continents are located on two or more plates

• Motion of the continents on these plates has given rise to the term “Continental Drift” “Continental Drift”

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Plate Tectonics 2

Recent Earthquakes and VolcanoesYellow = earthquakesRed = volcanoes