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Myanmar Spatial Data Platform Conference

Myanmar Information Management Unit (MIMU)

(16- May -2016 to 18- May -2016)

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PresenterPresentation NotesI would like to discuss about the following contents.IntroductionPolicies of Survey DepartmentMapping Process and Current Spatial Data ProductionAnd then,Challenge Opportunities and Future Vision

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( Survey of India )

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DEPARTMENT)

Special Survey

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PresenterPresentation NotesMyanmar Survey Department undertakes the production of Topographical Maps for the entire state and various scale of the project maps for the governmental departments and enterprises. The boundary demarcation task is one of the responsibilities with neighboring countries with friendly and cordially. In current situation Survey Department is responsible to take aerial photos to produce topographical maps.

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PresenterPresentation NotesThe policies of the Survey Departments are- To produce topographic maps required by the nation- To demarcate the national boundary accurately and - To train and nurture surveying technicians

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PresenterPresentation NotesWe are using the maps according to the three main advantagesTo produce the maps the geospatial spatial information is one of the advantages. It can be record and store the information.The map and spatial data can be used to identify and investigate .The map is effective tools for presenting information and communication.

Field Survey

Aerial Survey

Map Production

Cartography

Mapping Process

PresenterPresentation NotesMapping Process can be roughly classified as three tasks of Field Survey, Aerial Survey and Map Production.I would like to explain how is related work among these three sectors. The field sector is responsible to observe the ground control point and leveling process to obtain the spherical(so called latitude and longitude) or Cartesian (so called Easting, Northing ) coordinates and mean sea level height.Aerial Survey Sector undertakes aerial photography task and photogrammetric task for the plotting of topographical maps.The photogrammetrists are in charge of photo processing, aerial triangulation adjustment and 3d geospatial data capture process by using the ground control points observed by field sectors. The raw data of the geospatial features are transfer to map production sector to fulfill spatial data information like the name of city, the name of road and so on. And also this sector makes the marginal information and color separation process for the production the maps. The printing of the maps are done by using printing machines.

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PresenterPresentation NotesNow, I am going to discuss about the current spatial data production by Myanmar Survey Department.

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UNION OF MYANMAR

UNION OF MYANMAR

Sittwe

Hakha

SagaingMandalay

98

T H A I L A N D

BANG

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SH

I N D I A

C H I N A

L A O S

Myitkyina

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98

T H A I L A N D

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LADE

SH

I N D I A

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Myitkyina

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UNION OF MYANMAR

Sittwe

Hakha

SagaingMandalay

98

T H A I L A N D

BANG

LADE

SH

I N D I A

C H I N A

L A O S

Myitkyina

Yangon

Bago

Mawlamyaing

Dawei

Hpa-anPathein

Magway

Loikaw

Taunggyi

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T H A I L A N D

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LADE

SH

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L A O S

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2017

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2032

2025

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2028

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2012

2016

2013

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2009

2006

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0325

2030

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2015

2007

2022

2014

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0356

0357

0358

03630364

0360 0359

0362

0361

0366

0365

03680367

03410340

0342

0347

0339

0338

0343

00240023

0329

0331 0330

0332

0328

2003

0372

0327

0333

0337

0326

03350336

0334

2001

0334

0345

03520351

0350

0346

0349

0353 0354 03550370

0348 0369

0026002500240023

0022

0030

Phase III Year I twGuf GPS uGef,ufcsdwfqufrI

2003ckESpf

UNION OF MYANMAR

Sittwe

Hakha

SagaingMandalay

98

T H A I L A N D

BANG

LADE

SH

I N D I A

C H I N A

L A O S

Myitkyina

Yangon

Bago

Mawlamyaing

Dawei

Hpa-anPathein

Magway

Loikaw

Taunggyi

YANG

SD02

M YTK

M EIK

KALE

SS06SS05

SS04

SS03

SS02SS01

0 0099 0 00980 0097

0 0096

0 0095

0 0094

0 0093

0 0091

0 0090 0 0089

0 0088

0 00870 0086

0 00850 0084

0 0083

0 00810 0080

0 0079

0 00780 00770 00760 0075

0 0074 0 0073

0 0072

0 0071

0 0070

0 00690 0068

0 0067 0 0066

0 0065

0 00640 0063

0 00620 0061

0 0060

0 0059

0 0058

0 0057

0 00 56A0 0056

0 0055

0 00 54B0 00 54A

0 00540 00 53A0 0052

0 0051

0 00500 0049

0 00480 00470 0046

0 0045 0 00440 0042

0 0041

0 0040

0 0039

0 00380 0037 0 0036

0 0035

0 0034

0 00330 00320 0031

0 00300 0029 0 0028

0 00270 0026

0 0022

0 0021

0 00200 00190 00180 0017

0 0016 0 0015 0 0014 0 0013

0 0012

0 0011

0 0009 0 00080 0007

0 0005

0 00040 00030 00020 0001

2 027

2 017

2 018

2 019

2 011

2 010

0 323

0 320

0 321 0 322

0 308

0 305

0 304

0 319

0 318

0 307

0 306

0 317

0 310

0 316

2 0042 005

2 032

2 025

2 031

0 324

2 028

2 024

2 020

2 012

2 016

2 013

2 021

2 006

2 029

0 325

2 030

2 023

2 015

2 007

2 022

2 014

2 008

2 0012 0032 002

0 315

0 312

0 311

0 313

0 314

CP08

CP17

CP14

CPCC

CP16 CP11

CP10

CP07

CP13

CPAA

CP12

CP04

CP09

CP05

CP02

CP01

CP06

CP18

0 303

0 301CP32

CP42

0 302

CP44

CP43

CP40

CP33

CP34

CP35

CP39

CP36

CP37

CP38

CP25

CP31

CP29

CP28

CP27

CP26

CP19

CP30

CP21

CP20

CP22

CP24

CP23

0 356

0 357

0 358

0 3630 364

0 360 0 359

0 362

0 361

0 366

0 365

0 3680 367

0 3410 340

0 342

0 347

0 339

0 338

0 343

0 0240 023

0 329

0 331 0 330

0 332

0 328

2 003

0 372

0 327

0 333

0 337

0 326

0 3350 336

0 334

2 001

0 334

0 345

0 3520 351

0 350

0 346

0 349

0 353 0 354 0 3550 370

0 348 0 369

SI TTWE

Keng Tung

KYA1 KYA2

M YEIK

371

0 0260 0250 0240 023

0 030

3 220

3 300

3 550

0 408

0 409

0 411

0 4120 410

0 403

0 413

0 414

0 415

0 416

0 421

0 420

0 418

0 417

0 401

0 402

0 405

0 406

0 371

0 404

0 419

98

MyitkyinaM YTK

0 353 0 354 0 3550 370

371

0 408

0 409

0 411

0 4120 410

0 403

0 413

0 414

0 415

0 416

0 421

0 420

0 418

0 417

0 401

0 402

0 405

0 406

0 371

0 404

0 419



Phase III Year II twGuf GPS uGef,ufcsdwfqufrI

2004ckESpf

Geoid Model Of The UTM Area. Geoid- Ellipsoid Separation

Values Between Geoid And MMD 2000 On

Everest 1830 Ellipsoid

Geoid contour interval 1 m. Accuracy +/- 0.1 m in plane areas

Sittwe

Hakha

SagaingMandalay

98

T H A I L A N D

BANG

LADE

SH

I N D I A

C H I N A

L A O S

Myitkyina

Yangon

Bago

Mawlamyaing

Dawei

Hpa-anPathein

Magway

Loikaw

Taunggyi

2027

2017

2018

2019

2026

2011

2010

0323

0320

0321 0322

0308

0305

0304

0319

0318

0307

0306

0317

0310

0316

20042005

2032

2025

2031

0324

2028

2024

2020

2012

2016

2013

2021

2009

2006

2029

0325

2030

2023

2015

2007

2022

2014

2008

200120032002

0315

0312

0311

0313

0314

CP 08

CP 17

CPBB

CP 14

CP 15

CPCC

CP 16 CP 11

CP 10

CP 07

CP 13

CPAA

CP 12

CP 04

CP 03

CP 09

CP 05

CP 02

CP 01

CP 06

CP 18

0303

0301CP 32

CP 42

0302

CP 44

CP 43

CP 41

CP 40

CP 33

CP 34

CP 35

CP 39

CP 36

CP 37

CP 38

CP 25

CP 31

CP 29

CP 28

CP 27

CP 26

CP 19

CP 30

CP 21

CP 20

CP 22

CP 24

CP 23

Y ANG

S D02

MYTK

M EIK

K ALE

S S 06 S S 05

S S 04

S S 03

S S 02S S 01

00099 00098 0009700096

00095

00094

00093

0009200091

00090 00089

00088

0008700086

0008500084

00083

00082

0008100080

00079

00078000770007600075

00074 00073

00072

00071

00070

0006900068

00067 00066

00065

0006400063

0006200061

00060

00059

00058

00057

00056A00056

00055

00054B00054A00054

00053A

00053

00052

00051

0005000049

000480004700046

00045 00044 0004300042

0004100040

00039

0003800037 00036

00035

00034

000330003200031

0003000029 00028

000270002600025

00022

00021

00020000190001800017

00016 00015 00014 00013

00012

0001100010

00009 0000800007

00006

00005

00004000030000200001

0356

0357

0358

03630364

0360 0359

0362

0361

0366

0365

03680367

03410340

0342

0347

0339

0338

0343

00240023

0329

0331 0330

0332

0328

2003

0372

0327

0333

0337

0326

03350336

0334

2001

0334

0345

03520351

0350

0346

0349

0353 0354 03550370

0348 0369

S ITTWE

K engTung

K YA1 K YA2

M YEIK

0026002500240023

0022

0030

3220

3300

3550

UNION OF MYANMAR

GPS Station rsm;\ wGufcsufrI&v'frsm;

ysrf;rQ Baseline t&Snf 30rS 50 uDvdkrDwm

Baseline rSefuefrI 0.5 ppm = 0.5 mm/km

wnfae&mrSefuefrI 0.03 - 0.05 m

yxrwef;pm;uGef,uf = (9) Stations

'kwd,wef;pm;uGef,uf= 815 Stations

vuf&Sd GCP uGef,uf

jrefrmedkifiH&Sd GCPpm&if; Sr. No YEAR GCP .Nos REMARK

1 2000-2001-2002 103 Including 53A,54A,54B,56A

2 2002-2003 32 3 2003-2004 72 4 2004-2005 33 5 2005-2006 85 6 2006-2007 51 7 2007-2008 43 8 2008-2009 30 9 2009-2010 - No Observation

10 2010-2011 68 43Nos(2010) 25Nos(2011)

11 2011-2012 33 12 2012-2013 100 50Nos(2012) 50Nos(2013)

13 2013-2014 64 35Nos(Annual) 29Nos(Aerial Photo)



Total 815

aumif;uif"mwfyH krS ajryHka&;qGJjcif;vkyfief;pOf

PresenterPresentation NotesThis slide shows the process of aerial survey sector for the producing of topographical maps and orthophoto.Only the production of the topographical maps is the major task for the aerial survey sector and Orthophoto can be produced if the needs of requirements.

PresenterPresentation NotesNow we are using UltrCam eagle camera and Cessna Citation II aircraft to take aerial photos.

ALGORITHM OF FUSION WITH COLOR COMPOSITE

R G B I

Tie-Point Area

Mosaic PAN Image Output RGBI Image

PresenterPresentation NotesUltraCam eagle camera capture the red, green, blue and near infrared images and we can produce the panchromatic image and color images.

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PresenterPresentation NotesThis is of the example of the images capture by UltraCam eagle camera with 30cm resolution.

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jrpf ? acsmif;rsm;a&;qGJjcif;

PresenterPresentation NotesThe photogrammetrists digitize geospatial features ( for example river, stream, canal etc.) with stereoscopically

Monastery School Pagoda

Sport field Road and Bridge Railway line and Bridge

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PresenterPresentation NotesThe photogrammetrist interpret the pattern of bulding like monastery, school and pagoda or temple like that.

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PresenterPresentation NotesThis slide shows the 3d geospatial feature of the Shwedagon Pagoda.

Digital Terrain Model (DTM)

Contour generation to obtain the

topography of the terrain

Digital Surface Model (DSM)

ajrjyifedrf h jrif hjyuGefwdkrsm;a&;qGJjcif;

PresenterPresentation NotesGenerating of the Digital Terrain Model is one of the photogrammetric issue to produce the contours.Contours show the elevation of the ground surface situation and map user easily can understand the ground situation as hilly terrain or flat terrain like that.

Raw data Importing By TNT mips software

.dxf format ASCII format

Raw Data

34

ajryHkacsma&;qGJa&; ESif h ajryHk yH kES dyfjcif;vkyfief;pOf

PresenterPresentation NotesThe spatial data and contours (raw data sets) are sent to Map production sector. The cartographers editing, inserting and deletion was done. The name of geospatial features are added by using field verification data.

ajrjyiftcsuftvufrsm;aumuf,ljcif; ? jznfhpGufjcif;

PresenterPresentation NotesThe information about spatial data is collected by field sector and cartography section undertake map compilation task.

Two Colour Printing Machine Heidelberg (SM 102)

Printed Maps Paper Cutting Machine SQZK 115 NE

ajryHk yH kES dyfjcif;vkyfief;

PresenterPresentation NotesHeidelberg, two color printing machine is used for production of paper maps.

1 : 50000 scale maps 1 : 100000 scale maps 1 : 250000 scale maps 1 : 1000000 scale maps Boundary maps Myanmar map ( 1inch = 45 mile) Myanmar map ( 1inch = 20 mile) world map Atlas maps of Myanmar Yangon Guide map Naypyitaw Guide map Project map for other Organizations

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PresenterPresentation NotesIn the mean time, Myanmar Survey Department is production 1:50,000 scale, 1:100,000 scale, 1:250,000 scale maps and million scale maps.1 inch to 45 miles, 1 inch to 20 mile Myanmar maps , World map, Atlas map, Yangon and Nay Pyi Daw guid maps are produced by survey department.

1. xif&Sm;aomNrdK hawmfESif h NrdKUBuD;rsm;tm; pau;BuD;ajryHkrsm;

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2. trsdK;om; yx0Dqdkif&m owif;tcsuftvufpepf xlaxmif&ef

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Station xlaxmif&ef 4. EdkifiHt0Srf; tNrJwrf;apmifhBunfhonfh wnfae&mjypepfxlaxmif&ef

Establishment of CORS system across nationwide 5.ajrwdkif;ynm&Sifrsm;tm; jynfyodkU ynmawmfoifapvGwf&ef

6. jrefrmEdkifiHajrwdkif;ausmif;tm; tqifhjrif hwif&ef wdkUjzpfygonf/

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Geospatial Service umuG,fa&;OD;pD;csKyf&H k; cGif h jyKcsufjzifh ajrrsufESmjyifajryHkrsm;tm; OD;pD;Xme?

vkyfief;Xmersm;tm; a&mif;csay;vQuf&d Sygonf/

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GPS pepfrsm; wpfEd kifiHvHk; csdwfquf wnfaqmufxm;&dSygonf/ tjcm;aom Xmersm; ? ukrPDrsm;rS vdktyfcsuft& awmif;qdkvmaom pau;BuD;

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Continuous Operating Reference Station (CORS)wnfaqmuf&ef BudK;pm;vQuf &d Sygonf/

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Myanmar Spatial Data Platform ConferenceMyanmar Information Management Unit (MIMU)(16- May -2016 to 18- May -2016)ajrwdkif;OD;pD;Xme\ vuf&dS vkyfief;aqmif&GufyHktqifhqifh Slide Number 3Slide Number 4ajrwdkif;OD;pD;Xme\ rl0g'Slide Number 6Slide Number 7Mapping Process Spatial Data rsm; vuf&dS xkwfvkyf aqmif&GufaerItajctaeSlide Number 10Slide Number 11Slide Number 12Slide Number 13Slide Number 14Slide Number 15Slide Number 16Slide Number 17Slide Number 18Slide Number 19Slide Number 20Slide Number 21Slide Number 22Slide Number 23Slide Number 24Slide Number 25Slide Number 26Slide Number 27Slide Number 28Slide Number 29jrpf ? acsmif;rsm;a&;qGJjcif;Slide Number 31Slide Number 32Slide Number 33Slide Number 34Slide Number 35Slide Number 36Slide Number 37Slide Number 38Slide Number 39tem*wfarsSmfrSef;csufSlide Number 41

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