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FIG Congress 2010 Facing the Challenges – Building the Capacity Sydney, Australia, 1116 April 2010 1 2 MRT48 and BT68 were the geodetic infrastructures used for geodetic, mapping and cadastral survey for Peninsular Malaysia and East Malaysia respectively The introduction of GPS at JUPEM in 1987 lead to the establishment of GPS networks in the Peninsular Malaysia, Sabah and Sarawak. The presence of these ‘passive’ networks serves its purpose relatively well, especially in mapping and engineering applications. However, nowadays most precise applications of GPS such as for the establishment of zero-order networks, make use of ‘active’ GPS stations, for eg. MASS With the widespread use of GPS and technological innovations nowadays, real-time GPS applications began to gain even wider group of users Introduction

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FIG Congress 2010 Facing the Challenges – Building the Capacity Sydney, Australia, 11‐16 April 2010  1

2

• MRT48 and BT68 were the geodetic infrastructures used for geodetic, mapping and cadastral survey for Peninsular Malaysia and East Malaysia respectively

• The introduction of GPS at JUPEM in 1987 lead to the establishment of GPS networks in the Peninsular Malaysia, Sabah and Sarawak. The presence of these ‘passive’ networks serves its purpose relatively well, especially in mapping and engineering applications.

• However, nowadays most precise applications of GPS such as for the establishment of zero-order networks, make use of ‘active’ GPS stations, for eg. MASS

• With the widespread use of GPS and technological innovations nowadays, real-time GPS applications began to gain even wider group of users

Introduction

FIG Congress 2010 Facing the Challenges – Building the Capacity Sydney, Australia, 11‐16 April 2010  2

1. Malayan Revised Triangulation 1948 (MRT48)

• basic mapping in Peninsular

Malaysia since 1948 • evolved from the Old

Triangulations and the Primary (Repsold) Triangulation

• consists of 77 geodetic, 240 primary and ~ 900 (2nd/3rd) points

• Modified Everest Ellipsoid, Kertau Datum and Rectified Skew Orthomorphic (RSO) projection

Conventional Networks

G020

Repsold Triangulation

2. Borneo Triangulation 1968

(BT68) • for mapping in East Malaysia

since 1968 • resulting from early

readjustment of Borneo in 1948 and 1961

• consists of 145 stations • Modified Everest Ellipsoid,

Timbalai Datum and Rectified Skew Orthomorphic (RSO) projection

INDONESIA

SABAH

SARAWAK

SOUTH CHINA SEA

Conventional Networks CONTD

FIG Congress 2010 Facing the Challenges – Building the Capacity Sydney, Australia, 11‐16 April 2010  3

1. Peninsular Malaysia Primary Geodetic Network

• a 1989-93 Swedsurvey/JUPEM project

• 238 points observed in Dec 89 - March 90 & Dec 91 - March 93

• consists of 5 Doppler points, 21 geodetic points, 42 existing points & 189 new points

• fitted to MRT using 6-parameter transformation via 32 common points

• 36 stations re-observed in 1999-2000, 11 of them as check stations for Quality Check (QC) and network verification to bring the datum to GDM2000

DOP1

DOP2

DOP3

DOP4

DOP5

GP02

G003 GP04

GP05 GP06

GP07

GP08

GP09 GP10

GP11 GP12 GP13

GP14

GP15 GP16

GP17

GP18

GP19 GP20

GP21

GP22

GP23

GP24 GP25

GP26 GP27 GP28

GP29 GP30 GP31 GP32

GP33

GP34

GP35

GP36 GP37

GP38

GP39 GP40

GP41 GP42

GP43

GP44

GP45

GP47

GP48

GP49

GP50

GP51

GP52

GP53

GP54

GP55

GP56 GP57

GP58

GP59

GP60

GP61

GP79

GP80

GP81

GP82

P083

GP84 GP85

GP86

GP87 GP88

GP89

GP90 GP91

GP94

GP95

GP98

GP99

G100

J416

TD01

TG01

TG03

TG04

TG05

TG06

TG07

TG09

TG10

TG11

TG13

TG14

TG15

TG18

TG19

TG20

TG24 TG25

TG26

TG27 TG28

TG31

TG33

TG35

TG36

TG38

TG42

TG56

TG57 TG58

TG59

TG61

T190

T200

T283

13DJ

149B

251.00

P101

P102

P105

P106

P107

P201

P202

P203

P204

P205

P207

P209

P210 P211

P212

P213

P214

P215

P216 P217

P218

P219

P220

P221

P222

P223

P224

P225

P226

P227

P228

P229

P230

P231

P232

P233

P234 P235

P236 P237

P238

P239

P240

P241

P242

P243

P244 P245

P246

P247

P248

P249 P250

P251

P252

P253

P254

P255 P256

P257

P258

P259 P260

P261

P263

P264

P265

P267

P268

P269

P270

P271 P272

P273 P274

P275

P276

P277

P278

P279

P280 P281

P282

P283 P285 P286

P287

P288

P289 P290

P291

P292

P293

P295

P296

P297

P298

P299

P304

P305

P306 P307

P308 P309

P310

P311

P313

P314

P351

P352

P500

P808 P809

S136

S290

K350

M331

99.50 100.00 100.50 101.00 101.50 102.00 102.50 103.00 103.50 104.00 104.50 105.00

LONGITUDE

1.50

2.00

2.50

3.00

3.50

4.00

4.50

5.00

5.50

6.00

6.50

7.00

L A T I T

U D E

Passive GPS Networks

2. East Malaysia Primary Geodetic Network

• a 1995-96 JUPEM project • 171 points observed in

1995-1996 • consists of 6 Doppler points,

73 geodetic points & 92 new points

• fitted to BT68 using 7-parameter transformation via 49 common points

• 30 stations re-observed in 1999-2000, 10 of them as check stations for Quality Check (QC) and network verification to bring the datum to GDM2000

M501 T004

M502

T101

T102

M503

M505

M504

T103

M507

M506 M508

M402 M403

M404

M405 M509

M401

M407

M408

T114

M406

D004

M413

M412

M414 M415

T108

M409

T106 M410

M411

T107

T109

M416

M316

M417

M317

M315

M314

M418

T128

M313

M306 T127

M419 M422

M421

M420

M305

M307 M312

M311 M310

T125

M304

M303

M302

M105

T124

M424

M423

T113 T116

M104

M202

M301

M201

M203

T122 A102

T123

T121 D006

M204

T120

D005

T118

T119

T117

M102

T110

T112

M103

A101

T115 M101

T111 T100

T104

110.0 111.0 112.0 113.0 114.0 115.0 116.0 117.0 118.0 119.0

LONGITUDE

1.0

2.0

3.0

4.0

5.0

6.0

7.0

L A T I T U D E

T002

M510

T006

T004

T003

M511

M502

D001

T007

T008

T005

4122

5101

T001

D002

4242 8045

8047

4044

T010

T009

8048 T012

8028

T013

3074

3032

3046

T014 T016

T015

3021

T020 T019

3010

T021

6008

4127

4114

4118

2200

2011

T022

2038 T029

9900

T030

T031

T026

R027

T025 2005

T018

T017

6047

T045

7085 7086 6052

J01

7084 7082

7083

D003

T038

T037

7080

T039

4119 T043

4120 T042

T041

T040 7079

2015

T032

1009

T034

T036

T035

1019

SOUTH CHINA SEA

Passive GPS Networks CONTD

FIG Congress 2010 Facing the Challenges – Building the Capacity Sydney, Australia, 11‐16 April 2010  4

Geting

Pulau Pinang

Kangar

Bukit Pak Apil

Kuantan

Ipoh Labuan

Miri Bintulu

Kuching

Kota Kinabalu

Kuala Lumpur

Tawau

Sandakan

Sekudai

Behrang

Segamat

Sibu

Active GPS Network CONTD

8

PhEp pipe

Choke-ring GPS antenna with radome

Concrete pillar and steel pipe

MASS Station Cabin

Antenna and Station Monument

Lightning arrestor

Bed rock

Adapter, tribrach rubber mat and steel plate

assembly

Modem

GPS Receiver

Split Air-Con.

PC

Stand Fan Ventilation Fan

Power Block

A Typical MASS Station

FIG Congress 2010 Facing the Challenges – Building the Capacity Sydney, Australia, 11‐16 April 2010  5

9

Active GPS Network CONTD

2. Malaysia Real-Time Kinematic GNSS Network (MyRTKnet) • A nation of real-time kinematic network of 78 permanent

GNSS satellite tracking stations (50 stations in Peninsular Malaysia completed in 2007 and 28 stations in Sabah & Sarawak shall be completed in 2008)

• Began collecting data since 2003 • For use in various applications such as surveying, navigation,

engineering, geodynamic and scientific studies

10

MyRTKnet Reference Station Monuments

1 2

3

4

FIG Congress 2010 Facing the Challenges – Building the Capacity Sydney, Australia, 11‐16 April 2010  6

Reference station data streams into the GITN IP cloud via 64K leased lines.

From the GITN cloud, all reference station data is immediately sent to Seksyen Geodesi KL over a 1M leased line.

Remote users connect by getting onto the internet using GPRS or GSM to ISP and selecting the IP address of the GITN Internet Gateway 202.75.44.154 port 8080.

The GITN Internet Gatway forwards requests on port 8080 to the GPStream computer on which the NTRIP server is running.

Upon receipt of the NMEA GGA string from the particular user, the system will begin to stream network RTK corrections to the user.

Other users can also access the wenserver at 202.75.44.154 for access to customizable Rinex files for post processing and other services.

Courtesy of John Serink of Trimble

MyRTKnet Data Flow

12

MyRTKnet Services VRS Correction a) Within the limits of our MyRTKnet Dense Network,

MyRTKnet provides VRS GPS corrections with an accuracy of 1 to 3 cm horizontally and 3 to 6 cm vertically.

b) Distance dependent errors are considerably minimized with utilization of the MyRTknet network, thereby achieving increased accuracy and reliability.

c) RTK Surveying works at its optimum with a base station network to achieve the pinnacle of RTK Technology production potential.

FIG Congress 2010 Facing the Challenges – Building the Capacity Sydney, Australia, 11‐16 April 2010  7

13

Single Base Correction a) Within the limits of our MyRTKnet Reference Stations,

MyRTKnet provides RTK GPS corrections with an accuracy of 1 to 3 cm horizontally and 3 to 6 cm vertically.

b) Base Station coordinates errors are eliminated with utilization of the MyRTKnet Single Base service, thereby achieving increased accuracy and reliability.

c) RTK Surveying works at its optimum with a base station which is not limited by range of radio transmission.

MyRTKnet Services

14

Network DGPS Correction

a) This application is a sub-meter Mapping and Navigation Technology.

b) The service provided by MyRTKnet Solutions includes data for post-processed positioning and Real Time Correction.

c) Distance dependant errors are eliminated for users’ observations due to MyRTKnet Solutions’ array of base station locations.

MyRTKnet Services

FIG Congress 2010 Facing the Challenges – Building the Capacity Sydney, Australia, 11‐16 April 2010  8

15

Static Correction Data a) Within the larger limits of the Single Base Station

Coverage, MyRTKnet Solutions provides data for post-processing of static survey sessions, enabling positioning in the order of 1 cm or even millimeter recovery limit. The data is provided in the standardized RINEX format and is available via our password protected internet website.

b) Information with a data rate of 1-60 seconds are available.

c) Post-processing provides the highest accuracy and is suitable where increased precision is required.

MyRTKnet Services

VRS and Single Base RTK 3 cm

DGPSnet

20 - 50 cm Post-process Virtual Rinex Data

< 3 cm

Accuracy

FIG Congress 2010 Facing the Challenges – Building the Capacity Sydney, Australia, 11‐16 April 2010  9

17

Survey / Mapping - Single receiver positioning, GIS systems Integration, CCS, Map

Completion, e-CADASTRE

MyRTKnet Applications

Transportation / Recreation / Navigation - Real Time Positioning - Recreation eg: Fishing, boating, bike touring, hiking etc. - Dynamic surveying - Vehicle tracking/reporting - Intelligent transport system

International Collaboration - Support for SEAMERGES and APRGP GPS Campaigns

Environment - Tide gauge monitoring - Auto tide/current measures - Oil spill containment Geodynamics

- Monitoring earth deformations, rotation and variation

- Atmospheric monitoring - Geodynamic applications

18

MyRTKnet Users THE LIST OF REGISTERED USER IN JUPEM

NO AGENCY EQUIPMENT BRAND NUMBER OF USER NAME

1 JUPEM (GEODESI) TRIMBLE 25

2

JUPEM (KADASTER) TRIMBLE 144 3

SEKSYEN FOTOUDARA (JUPEM) TRIMBLE 4 4

JUPEM SARAWAK TRIMBLE 2 5

SEKSYEN PEMETAAN UTILITI TOPCON & TRIMBLE 6 6

SEKSYEN TOPOGRAFI SABAH TRIMBLE 5 7

SEKSYEN TOPOGRAFI SEMENANJUNG TRIMBLE 2

TOTAL 188

FIG Congress 2010 Facing the Challenges – Building the Capacity Sydney, Australia, 11‐16 April 2010  10

19

MyRTKnet Users cont

THE LIST OF REGISTERED USER IN GOVERNMENT AGENCY

No AGENCY EQUIPMENT BRAND NUMBER OF USER NAME

1 Pusat Remote Sensing Negara Trimble 1

2 Institut Teknologi Maju Trimble 1

3 Universiti Teknologi Mara (UiTM) Topcon 1

4 Institut Penyelidikan Perhutanan

Malaysia Trimble 1

5 Jabatan Mineral & Geosains (Free) Topcon 1

6 Universiti Sains Malaysia Topcon 1

7 Jabatan Perhutanan Negeri Selangor Topcon 1

8 MaCGDI (Free) Topcon 4

9 INSTUN (Free) Trimble 6

TOTAL 17

20

MyRTKnet Users cont

THE LIST OF REGISTERED USER IN PRIVATE AGENCY

NO COMPANY EQUIPMENT NUMBER OF USER NAME

1 S.O Survey Consultants Unistrong E650 1 2 PJS Utilities- Z&I JV Topcon 1 3 Top System Sdn Bhd Leica 1 4 Jalal Johari Consultants Leica 1 5 Geometra Surveys sdn Bhd Unistrong E650 1 6 Pristine Dragon Sdn Bhd Unistrong E650 1 7 Jurukur Setia Sdn Bhd Topcon 1 8 Jurukur Radian Unistrong E650 1 9 Jurukur Amirudin Unistrong E650 1 10 Hydronav Navigation (M) sdn Bhd Trimble 3 11 JURUKUR SEJATI Unistrong E650 1 12 Jurukur Hashim Serantau Unistrong E650 1 13 SAJ Holdings Sdn Bhd Leica 1 14 Jurukur Putra Unistrong E650 1 15 Ranhill Water Services Sdn Bhd Trimble 2 16 Jurukur Perunding Services Sdn Bhd Unistrong E650 1 17 Roslan Ukur Runding Unistrong E650 1 18 Jurukur Khoo Topcon 1 19 SYARIKAT AYOB BIN SAUD Unistrong E650 1 20 Jurukur Mutiara Topcon 1 21 Yeoh Hin Kok Leica 1

TOTAL 24

FIG Congress 2010 Facing the Challenges – Building the Capacity Sydney, Australia, 11‐16 April 2010  11

Bilangan Hari Tiada Pengguna = 8.8%

Bilangan Hari Ada Pengguna = 91.2%

Bilangan Hari Tiada Pengguna = 6.6%

Bilangan Hari Ada Pengguna = 93.3%

FIG Congress 2010 Facing the Challenges – Building the Capacity Sydney, Australia, 11‐16 April 2010  12

Bilangan Hari Tiada Pengguna = 6.7%

Bilangan Hari Ada Pengguna = 93.2%

Bilangan Hari Tiada Pengguna = 8.8%

Bilangan Hari Ada Pengguna = 91.2%

FIG Congress 2010 Facing the Challenges – Building the Capacity Sydney, Australia, 11‐16 April 2010  13

Bilangan Hari Tiada Pengguna = 13.2%

Bilangan Hari Ada Pengguna = 86.8%

Bilangan Hari Tiada Pengguna = 18.6%

Bilangan Hari Ada Pengguna = 81.4%

FIG Congress 2010 Facing the Challenges – Building the Capacity Sydney, Australia, 11‐16 April 2010  14

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MyRTKnet – The Bigger Picture MyRTKnet CHARGES

2008 = RM 379,000.00 2009 = RM 320,711.00

Maintenance Cost

MyRTKnet Collection of Revenue in 2009 RM 133, 720.00

FIG Congress 2010 Facing the Challenges – Building the Capacity Sydney, Australia, 11‐16 April 2010  15

The introduction of MyRTKnet to surveying and mapping communities has opened up new applications and vast possibilities to the world of navigation and positioning in Malaysia. Currently MyRTKnet with 78 stations and spacings of between 30 to 120 km is providing real-time corrections with a latency of less than one second using Virtual Reference Station (VRS) technique. Under the 10th Malaysia Plan (2011-2015), an additional of another 70 stations is proposed with emphasis on the public delivery system

CONCLUSION

30

CONTRIBUTION TO IGS

FIG Congress 2010 Facing the Challenges – Building the Capacity Sydney, Australia, 11‐16 April 2010  16

31

IGS TRACKING NETWORK

32

Recipient of the GIS Development Geospatial Excellence Award in Surveying Category

(RTK Application) MAP ASIA 2009

FIG Congress 2010 Facing the Challenges – Building the Capacity Sydney, Australia, 11‐16 April 2010  17

33

Tq 4 yr knd attn

Kuala Lumpur awaits on 9-16 May, 2014