THE GNSS NETWORK OF TUNISIA - FIG · THE GNSS NETWORK OF TUNISIA FIG Working Week 2011 Bridging the...

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FIG Working Week 2011 Bridging the Gap between Cultures Marrakech, Morocco, 1822 May 2011 1 THE GNSS NETWORK OF TUNISIA FIG Working Week 2011 Bridging the Gap between Cultures Marrakech, Morocco, 18-22 May 2011 Kamel NAOUALI Chief of the Geodesy Division Office de la Topographie et du Cadastre Tunisia [email protected] GSM (+216)98586359 CONTENTS Introduction GNSS Network Connection of GNSS stations to the IGS Network (ITRF 2000) Statistical Analysis Future Prospects 2

Transcript of THE GNSS NETWORK OF TUNISIA - FIG · THE GNSS NETWORK OF TUNISIA FIG Working Week 2011 Bridging the...

Page 1: THE GNSS NETWORK OF TUNISIA - FIG · THE GNSS NETWORK OF TUNISIA FIG Working Week 2011 Bridging the Gap between Cultures Marrakech, Morocco, 18-22 May 2011 Kamel NAOUALI Chief of

FIG Working Week 2011Bridging the Gap between CulturesMarrakech, Morocco, 18‐22 May 2011 1

THE GNSS NETWORK OF TUNISIA

FIG Working Week 2011Bridging the Gap between Cultures

Marrakech, Morocco, 18-22 May 2011

Kamel NAOUALIChief of the Geodesy Division

Office de la Topographie et du CadastreTunisia

[email protected] (+216)98586359

CONTENTS

Introduction GNSS Network Connection of GNSS stations to the

IGS Network (ITRF 2000) Statistical Analysis Future Prospects

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FIG Working Week 2011Bridging the Gap between CulturesMarrakech, Morocco, 18‐22 May 2011 2

CURRENT STATUS OF THE GNSS NETWORK OF

TUNISIA

Since 2005, the TCO (Topographic and Cadastre

Office) has installed three GNSS stations at Tunis,

Monastir and Sfax.

During this year, the TCO undertakes the covering of

the Tunisian territory by others GNSS stations (20).

INTRODUCTION

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GNSS Network

2005 2010

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FIG Working Week 2011Bridging the Gap between CulturesMarrakech, Morocco, 18‐22 May 2011 3

Each station is equipped with:

- A radio transmission module

- A GSM transmission module

- A weather sensor ( Temperature and Pressure)

- A tilt sensor (Tilt meter)

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These stations record daily files of 30 seconds and one second.

Files stations Monastir and Sfax are transmitted to Tunis via FTP (File Transfer Protocol).

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FIG Working Week 2011Bridging the Gap between CulturesMarrakech, Morocco, 18‐22 May 2011 4

GNSS NETWORK OF THE REPUBLIC OF TUNISIA

PC

GNSS

GSM ModuleRadio

GNSS Mobile

GNSS antenna

Tilt sensor

Weather sensor

Internet Modem

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The coordinates are calculated daily with stations

connected to the IGS network (ANKR, EBRE, GRAS,

MATE, RABT and SFER). These calculations have

permitted to obtain the precise coordinates of the

three stations .

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Connection of GNSS stations to the IGS Network

GRAS (FRA)

EBRE (ESP)

SFER (ESP)

RABT (MAR)SFAX

MONA

TUNI

MATE (ITA)

ANKR (TUR)

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Reliability Technology

However, a statistical analysis was performed to

confirm the accuracy provided by the use of

technology GNSS permanent stations.

The reliability of permanent GPS stations is proven.

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Statistical Analysis

Theoretical aspect

Normal distribution

(Gauss curve):

Density function of a

normal probability

distribution with mean

m and a standard

deviation σ2

121

( )2

x

y f x e

m-2 m- m m+ m+2

m a x

1

2y

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The certainty of a solution can be quantified by its

standard deviation or a probability, eg :

A standard deviation 1

A standard deviation 2 a probability of 95 %

A standard deviation 3 a probability of 99,73 %

a probability of 68.3%

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FIG Working Week 2011Bridging the Gap between CulturesMarrakech, Morocco, 18‐22 May 2011 7

X mean rms

Tunis 53.2451 0.0068

Monastir 54.0589 0.0082

Sfax 66.6058 0.0082

Z mean rms

Tunis 30.3654 0.0068

Monastir 41.8522 0.0072

Sfax 72.0665 0.0074

Practical Aspect

Y mean rms

Tunis 28.1546 0.0062

Monastir 44.7745 0.0063

Sfax 78.0268 0.0062

Station as an example TUNIS

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X = 5030053.2451 m

Y = 904828.1546 m

Z = 3803130.3654 m

We took a sample of 67 days of observations from

GPS week 1342 to GPS week 1351.

The Geocentric Coordinates

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The accuracy obtained for the measureddata is :

We have the following values:

Mean = 53.2451 m standard deviation = 0.0068 m

standard deviation

number of samplesAccuracy

0.00680.0008

67m

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X_Tunis y(X)

53.2195 0.05167287

53.2302 5.36320129

53.2318 8.70023058

53.2371 29.2221647

53.2376 31.7604966

53.2378 32.7874179

53.2382 34.8524045

53.2382 34.8524045

53.2383 35.3697488

53.2394 41.0104618

53.2394 41.0104618

53.2394 41.0104618

53.2396 42.0118289

53.2402 44.9338577

53.2412 49.4100171

53.2414 50.2283521

0,052

14,622

29,193

43,764

53,2195 53,22515 53,2308 53,23645 53,2421 53,24775 53,2534 53,25905 53,2647

GAUSS curve for the station of Tunis

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53,2150

53,2200

53,2250

53,2300

53,2350

53,2400

53,2450

53,2500

53,2550

53,2600

53,2650

53,2700

15-09-2005 25-09-2005 05-10-2005 15-10-2005 25-10-2005 04-11-2005 14-11-2005 24-11-2005 04-12-2005 14-12-2005

Va

lue

s o

f X

Observation Date

Straight Regression of Observed values

-0,03

-0,02

-0,01

0

0,01

0,02

0,03

15-09-05 25-09-05 05-10-05 15-10-05 25-10-05 04-11-05 14-11-05 24-11-05 04-12-05 14-12-05

Res

idu

el

Observation Date

Regression lines of the residuels obtained

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Correlation between the coordinates X, Y and Z of the station of Tunis

X_Y

Y

X 0.9007767

X_Z

Z

X 0.98775997

Y_Z

Z

Y 0.87012314

The study of deviationsallowed us to determinethe coefficients ofcorrelation between thecoordinates of the stationof Tunis.

The same work is donefor the stations ofMonastir and Sfax.

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X = 5030053.2451

Y = 904828.1546

Z = 3803130.3654

The coordinates determinated in m of the threestations are:

TUNIS

MONASTIRX = 5088454.0589

Y = 973044.7745

Z = 3708041.8522

SFAX

X = 5155566.6058

Y = 978978.0268

Z = 3613172.0665 19

On this map are reported

the twenty three existing

stations.

Future Prospects

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Installation of twenty (20) permanentsstations in 2010 to cover the northern andcentral area of the territory of Tunisia.

Then extend the project to cover the wholecountry during the year 2011.

Installation of stations according to thespecifications IGS,

Working under the strict rules ofinternational standards (RTCM, RINEXNMEA).

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Adoption of a scalable architecture for the network

to take into account the constant changes that knows

the field of spatial positioning.

Responding to the growing needs of users for more

interoperability, reliability and accuracy.

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Ensure data quality control.

Choosing a real-time network, at least in areas of

high urban density and this means using all existing

transmission: Radio (UHF), GSM / GPRS.

Track changes and update the regulations of the GNSS

NETWORK

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To ensure the transmission of data in real time or

post-treatment (post data on a website dedicated to

RGPT).

Provide all information on network status,

available data, conversion utilities and quality

control to users according to protocols OTC - users.

Perspectives (suite)

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Having adopted a terrestrial reference only, make

the gradual transition to this new datum reference (it

is possible to have two systems provided to make

available forms of transition between two completely

reversible).

Perspectives (suite)

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The End!Thanks for listening