e T S M M o d u l e Version 3 - jupem.gov.my · PDF fileJabatan Ukur dan Pemetaan Malaysia (JUPEM) eTSM Module User Guide Version 3.2 . e T S M M o d u l e 2 User Manual . e T S M

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Jabatan Ukur dan Pemetaan Malaysia (JUPEM)

eTSM Module

User Guide

Version

3.2

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User Manual

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Table of Contents

1 INTRODUCTION ..................................................................................................................................... 9

1.1 TSM V5.0 Features to be adopted ..................................................................................................... 10

1.2 eTSM New Features and Enhancements............................................................................................ 11

1.2.1 Load Solar Poloynomial ....................................................................................................................... 11

1.2.2 Notification for user if user observe solar with not current year polynomial..................................... 12

1.2.3 Add notification when CRM point found ............................................................................................ 12

1.2.4 Require Differential Field Test (DFT) after Datum observation .......................................................... 13

1.2.5 Compulsory for Daily Check ................................................................................................................ 13

1.2.6 DFT / Daily Check / Check Survey compare with raw value ................................................................ 14

1.2.7 Add Ground Proofing Calculation ....................................................................................................... 14

1.2.8 Minimum Survey ................................................................................................................................. 16

1.2.9 PO and New Comparison Tool ............................................................................................................ 18

1.2.10 Add “Replace” button in Direct Bearing function ........................................................................... 18

1.2.11 Add “Insert” button in Direct Bearing function .............................................................................. 19

1.2.12 Add “Delete” button Direct Bearing function ................................................................................. 20

1.2.13 Add Misclosure report for Direct Bearing ....................................................................................... 21

1.2.14 Add “Load JUPEM ASCII Graphic” function to generate lot boundary ........................................... 22

1.2.15 Form lot verification – PKT .............................................................................................................. 23

1.2.16 Form Lot Verification – CRM Point ................................................................................................. 24

1.2.17 Form Lot Verification – Boundary Station ...................................................................................... 24

1.2.18 Form lot Verification – Lot formation ............................................................................................. 24

1.2.19 Show CRM Description in eTSM ..................................................................................................... 26

1.2.20 Fahrasat ASCII for CRM File ............................................................................................................ 26

1.2.21 Fieldbook save Circle Right (CR) observation time ......................................................................... 27

1.2.22 Add Vertical Angle Check for CL and CR ......................................................................................... 27

1.2.23 Save Medmas ASCII with defined prefix ........................................................................................ 28

1.2.24 Error Summary Report .................................................................................................................... 28

1.2.25 Differentiate Fix Station in “Station and NDCDB Comparison Report” .......................................... 29

1.2.26 Add CRM Fixed Point with serial number and NDCDB Updated Date in GP and “Station and

NDCDB Comparison Report” ............................................................................................................................ 29

1.2.27 Generate eTSM report by batch ..................................................................................................... 31

1.3 Use of Least Square Adjustment (StarNet) ........................................................................................ 32

1.3.1 Survey Method (Local StarNet) ........................................................................................................... 32

1.3.2 Survey Computation............................................................................................................................ 32

1.3.3 R Correction ........................................................................................................................................ 33

1.3.4 .COR and COO ..................................................................................................................................... 34

1.4 Output/Reports ................................................................................................................................. 34

1.5 Fieldbook ASCII Data Structure ......................................................................................................... 35

1.5.1 Fieldbook ASCII .................................................................................................................................... 35

1.5.2 Star*Net .DAT ...................................................................................................................................... 36

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2 SETUP....................................................................................................................................................... 39

2.1 Job Manager ..................................................................................................................................... 39

2.1.1 Open Job ............................................................................................................................................. 40

2.1.2 Copy job .............................................................................................................................................. 40

2.1.3 Attach EDM ......................................................................................................................................... 42

2.1.4 Attach INI ............................................................................................................................................ 42

2.1.5 Zip ........................................................................................................................................................ 43

2.1.6 Back Up ............................................................................................................................................... 44

2.1.7 Restore Completed Job ....................................................................................................................... 44

2.2 Open another Job .............................................................................................................................. 45

2.3 Close Job ........................................................................................................................................... 45

2.4 Show PU ............................................................................................................................................ 46

2.5 Save Job ............................................................................................................................................ 46

2.6 Save Duplicate ASCII .......................................................................................................................... 47

2.7 Rename Job ....................................................................................................................................... 48

2.8 Merge Job ......................................................................................................................................... 49

2.9 Load Adjusted Graphic ...................................................................................................................... 53

2.10 Check Survey ..................................................................................................................................... 54

2.11 Save Field Diagram ............................................................................................................................ 55

2.12 Set User Information ......................................................................................................................... 56

2.13 Set Default State ............................................................................................................................... 56

2.14 Total Station Manager ....................................................................................................................... 57

2.15 Show/Hide Legend ............................................................................................................................ 61

2.16 Show/Hide Entry Tools ...................................................................................................................... 61

2.17 Show/Hide Reporting Tools ............................................................................................................... 62

2.18 Show/Hide Browser Tools ................................................................................................................. 62

2.19 Show/Hide Labeling Tools ................................................................................................................. 63

2.20 Show/Hide Calculation Tools............................................................................................................. 63

2.21 Show/Hide CAD Tools ....................................................................................................................... 64

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3 DATA CAPTURING TOOLS ............................................................................................................... 65

3.1 Tele GPS ............................................................................................................................................ 65

3.2 Set Starting Point .............................................................................................................................. 67

3.3 Start Datum ....................................................................................................................................... 68

3.4 Differential Field Test ........................................................................................................................ 71

3.4.1 DFT by Datum ...................................................................................................................................... 71

3.4.2 DFT by new traverse............................................................................................................................ 74

3.5 Traverse Observation ........................................................................................................................ 76

3.6 Online Observation ........................................................................................................................... 81

3.7 Solar Observation .............................................................................................................................. 83

3.8 Topo Observation .............................................................................................................................. 86

3.9 Extend Traverse ................................................................................................................................ 89

3.10 Intersection ....................................................................................................................................... 91

3.11 State Out ........................................................................................................................................... 93

3.12 Secant ............................................................................................................................................... 95

3.13 End Lot Secant ................................................................................................................................... 96

3.14 Compute Missing Line ....................................................................................................................... 98

4 DATA MANIPULATING TOOLS .................................................................................................... 100

4.1 Fieldbook Browser .......................................................................................................................... 100

4.2 Station Browser............................................................................................................................... 103

4.3 Lot Entry Browser ............................................................................................................................ 105

4.4 Correction Browser ......................................................................................................................... 107

4.5 Topo Browser .................................................................................................................................. 108

4.6 Solar Browser .................................................................................................................................. 109

4.7 Refixation Browser .......................................................................................................................... 110

4.8 Boundary Browser........................................................................................................................... 110

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5 MISC ENTRY ....................................................................................................................................... 112

5.1 Diary ............................................................................................................................................... 112

5.2 Check Roll........................................................................................................................................ 112

5.3 Fahrasat .......................................................................................................................................... 114

5.4 Minutes ........................................................................................................................................... 114

6 CALCULATION TOOLS .................................................................................................................... 117

6.1 Bearing Distance ............................................................................................................................. 117

6.2 Bearing Distance by Point ............................................................................................................... 119

6.3 Direct Bearing ................................................................................................................................. 121

6.4 Secant Check ................................................................................................................................... 122

6.5 Conversion Tools ............................................................................................................................. 123

7 DATA PROCESSING TOOLS ........................................................................................................... 125

7.1 Correction ....................................................................................................................................... 125

7.1.1 M correction ...................................................................................................................................... 125

7.1.2 Residual Correction ........................................................................................................................... 127

7.2 Refixation ........................................................................................................................................ 128

7.3 Transpose ........................................................................................................................................ 130

7.4 Lot Entry .......................................................................................................................................... 131

7.4.1 Lot ..................................................................................................................................................... 131

7.4.2 Complex Lot (Island Lot) .................................................................................................................... 133

7.4.3 Boundary Line ................................................................................................................................... 137

7.5 Recalculate Solar ............................................................................................................................. 138

8 GRAPHICAL DATA EDITING ......................................................................................................... 139

8.1 Create Line ...................................................................................................................................... 139

8.2 Delete Line ...................................................................................................................................... 139

8.3 Move Line ....................................................................................................................................... 140

8.4 Move Node ..................................................................................................................................... 140

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8.5 Extend Line ...................................................................................................................................... 140

8.6 Break Line at Middle Point .............................................................................................................. 141

8.7 Break Line ....................................................................................................................................... 142

8.8 Mirror ............................................................................................................................................. 142

8.9 Rotate ............................................................................................................................................. 142

8.10 Spin ................................................................................................................................................. 143

8.11 Parallel ............................................................................................................................................ 144

8.12 Perpendicular .................................................................................................................................. 144

8.13 Trim................................................................................................................................................. 145

8.14 Auto Snap ....................................................................................................................................... 145

8.15 Perimeter ........................................................................................................................................ 147

8.16 Area Calculation .............................................................................................................................. 147

8.17 Area Adjustment by Boundary Selection ......................................................................................... 148

8.18 Area Adjustment by Angular Movement ......................................................................................... 149

8.19 Area Adjustment by Parallelogram.................................................................................................. 150

8.20 Cogo ................................................................................................................................................ 151

8.21 Coordinate Entry ............................................................................................................................. 152

8.22 Chamfer .......................................................................................................................................... 152

8.23 Undo ............................................................................................................................................... 153

8.24 Redo ................................................................................................................................................ 153

9 LABELING ............................................................................................................................................ 154

9.1 Lot Labeling ..................................................................................................................................... 154

9.2 Boundary Labeling........................................................................................................................... 155

9.3 Station Labeling............................................................................................................................... 155

10 REPORTING .................................................................................................................................... 157

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10.1 Area Comparison ............................................................................................................................. 157

10.2 EDM ................................................................................................................................................ 158

10.3 Fahrasat .......................................................................................................................................... 159

10.4 Solar ................................................................................................................................................ 160

10.5 Fieldbook ........................................................................................................................................ 161

10.6 Correction ....................................................................................................................................... 162

10.7 Check Survey ................................................................................................................................... 163

10.8 Chi Square ....................................................................................................................................... 164

10.9 Adjusted Coordinates ...................................................................................................................... 165

10.10 Adjusted Distance and Distance Residual .................................................................................... 166

10.11 Adjusted Bearing and Bearing Residual ....................................................................................... 167

10.12 Station Residual .......................................................................................................................... 168

10.13 Adjusted Bearing and Distance ................................................................................................... 169

10.14 Station Coordinate Standard Deviations ..................................................................................... 170

10.15 Station Coordinate Error Ellipse .................................................................................................. 171

10.16 Station Coordinate Error Ellipse .................................................................................................. 172

10.17 Station and NDCDB Station Comparison ..................................................................................... 173

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1 Introduction

The eTSM is to be provided as part of JUPEM’s objectives of providing the necessary means for

the survey teams to adopt the Field-to-Finish (F2F) concept under the eKadaster environment in

order to automatically process survey data till the final output without unnecessary repetition of

work.

The design of the development of JUPEM eTSM is centered on the basic requirement that it

must be simple to use, easy to learn, intuitive and requires minimal need for users to key in

values manually.

These objectives were achieved by careful studying the field survey practice to be practiced

under eKadaster. Full advantage are taken of Windows XP and MapInfo Professional’s point

& click features, ensuring that most operations are executed by just manipulating the pen.

The JUPEM eTSM shall embrace the full benefit of the output from the eKadaster’s ePU

Module at State JUPEM, which are sent to the Pengukur via JUPEM2U system. The Digital SKL

shall be various layers to be defined under this design document to provide data to aid the

Pengukur to carry out his work smoothly, minimizing the need to frequently return to office

to request for more information.

Intuitiveness are achieved by carefully designing every single interfaces, users are prompted

by well-placed, well-time and meaningful message.

Map windows and Data Browsers are made to automatically resized or re-positioned to

present the users with the best views of data, either graphics or textual data.

“Simple-to-Use” and “Simple-to-Learn” are achieved by constructing the JUPEM eTSM based

on the knowledge gained throughout JUPEM’s TSM implementation, while adopting a new

approach to eTSM development under eKadaster:

o Taking full advantage of GIS’s capability to carry attribute information linked to its

graphics. The advantages are tremendous. For example, information (e.g. Bearing

values from a PDUK line) can by selected by a few simple clicks and be transferred

electronically to set the Total Station’s bearing, thus obviating the need for Pengukur

to manually key in the PO values.

o Lavish use of Tool-tips.

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o Reports and recording are to be generated on the fly.

Full adherence to the JUPEM’s desire for an open TSM system for full forward and backward

compatibility in term of the choice of total stations to be used

Full adherence to the JUPEM’s desire for open ASCII format systems in terms of input to and

output from the tablet PC.

The key functional description for eTSM is categorized into the following:

TSM V5.0 Features to be adopted

eTSM New Features and Enhancements

Use of Least Square Adjustment (StarNet)

Output/Reports

Fieldbook ASCII Data Structure

1.1 TSM V5.0 Features to be adopted

TSM V5.0 is currently being deployed for use by JUPEM Pengukur at the field for the purpose of

title survey. It is an integrated system that is able to cater to JUPEM Field to Finish requirements.

Based on the implementation of eKadaster, the eTSM shall adopt the relevant features that are

available under TSM V5.0.

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1.2 eTSM New Features and Enhancements

eTSM is enhanced with the following features:-

1.2.1 Load Solar Poloynomial

Go to Job Manager, and choose “Load Polynomial” button

Browse to the directory (desktop) where latest polynomial downloaded from

website (eg : SPAK)

eTSM will prompt notification message after the polynomial copied

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1.2.2 Notification for user if user observe solar with

not current year polynomial

If user observe solar using previous year polynomial, eTSM will prompt

message to notify user.

1.2.3 Add notification when CRM point found

Alert user if there is any CRM point found during open job in Job Manager

This message is to remind user to do CRM tie up survey with existing CRM

points.

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1.2.4 Require Differential Field Test (DFT) after Datum

observation

User require to observe DFT after datum observation. No other observation is

allow if system found DFT not found in fieldbook.

1.2.5 Compulsory for Daily Check

To start a new observation of the day, Daily Check (Semakan Harian) is

required and compulsory. System will prompt message as below

If user refuse to do daily check observation, system will not allow user to

proceed field observation.

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1.2.6 DFT / Daily Check / Check Survey compare with

raw value

eTSM will compare the observation value with unadjusted value during

Differential Field Test (DFT), Daily Check or Check Survey

Traverse 1-2 : Raw Distance 90.000, Adjusted Distance 89.998

DFT on traverse 1-2 (A-B), Result 90.003 compare with raw distance 90.000

1.2.7 Add Ground Proofing Calculation

To perform “Ground Proofing” calculation, click on button below

Click on “GP” button to continue

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Select GPS station to calculate least square adjustment, and click “OK”.

Least square adjustment completed and show as below

System will notify user to select ground proofing station

System will prompt user to pick station for ground proofing, and click “OK” to

proceed.

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Below is the ground proofing report

1.2.8 Minimum Survey

New eTSM add new Minimum PO survey button as below

When user click on Minimum PO Survey, user need to choose a station (Batu

Sempadan only) to start minimum PO.

System will prompt message as below is found the station is not old mark.

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After pick the station, please select line (Only NDCDB and PDUK allow) to form

the PO Line.

System will save the data from NDCDB/PDUK and store in Fieldbook ASCII and

PO ASCII

User can choose to continue next Minimum PO.

If user wants to edit the PO line information, eTSM provide “PO Browser” as

below

To edit the PO Line, select line in PO browser, and double click on it

User can edit the information as below

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1.2.9 PO and New Comparison Tool

User can perform PO and New Comparison tool as usual. However, eTSM has

add on new feature to allow user to perform PO and PO comparison, such as

PDUK vs NDCDB comparison.

1.2.10 Add “Replace” button in Direct Bearing function

Select the line to be replaced, and click on “Replace” button.

Bearing : 135.0259

Distance : 61.757

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Select the line to replace

System will change the new line into the selection

Bearing : 135.0259 226.4211

Distance : 61.757 56.1

1.2.11 Add “Insert” button in Direct Bearing function

To insert the line between boundary 2 and boundary 3, please highlight

boundary 2, and click on “Insert” button

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Select the line to insert in eTSM

System will insert the selected line in between boundary 2 and boundary 3.

New Insert Bearing : 226.4211

New Insert Distance : 56.1

1.2.12 Add “Delete” button Direct Bearing function

To delete line (Duplicate line) in direct bearing, select the line and click on

“Delete” button

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The selected line will be deleted after the process

1.2.13 Add Misclosure report for Direct Bearing

User can calculate the misclosure of direct bearing, and also export the report

in TXT format

Misclosure report will be shown as below

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The report store at directory below

C:\Survey Bin\Working\[User IC]\[Filename] \SURVEYED\ASCII

\DirectBearing.txt

1.2.14 Add “Load JUPEM ASCII Graphic” function to

generate lot boundary

To view lot boundary, click on “Load JUPEM ASCII Graphic” button as elow

eTSM will generate lot boundary in Blue line

User can turn on the lot boundary label with “Boundary Label” provided by

selecting “SURVEYED_BDY” and choose “BEARING” and DISTANCE”

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eTSM will label the bearing and distance of lot boundary created.

1.2.15 Form lot verification – PKT

System will block user to use station with Mark Desciption of Piket (PKT) to

form lot

Notification will prompt to user as below

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1.2.16 Form Lot Verification – CRM Point

During form lot, new verification check: Only validated CRM point with status:

30, 31, 40 and 41 is allow to be used.

1.2.17 Form Lot Verification – Boundary Station

eTSM will not allow user to form lot if boundary station is more than 300 meter .

1.2.18 Form lot Verification – Lot formation

eTSM will prompt user message if lot formation is found to be counter clockwise

(lawan jam)

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1.2.19 Show CRM Description in eTSM

eTSM will show CRM or CRMCCI layer’s mark description in station form as

below

1.2.20 Fahrasat ASCII for CRM File

System will generate Fahrasat ASCII (.FAH) for CRM file.

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1.2.21 Fieldbook save Circle Right (CR) observation

time

eTSM will always save Circle Right (CR) observation time in Fieldbook ASCII

(.FBK)

Time of CR observed : 23th July 2015, 11:17:19

Fieldbook report will display same as CR time in Fieldbook ASCII

1.2.22 Add Vertical Angle Check for CL and CR

System will prompt out message if different of CL and CR vertical angle more

than 1 minute, or 60 second

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02 : State Code 05 : EDM Site ID 21072017 : Date format(ddMMyyyy)

1.2.23 Save Medmas ASCII with defined prefix

eTSM enhances the save function of eMedmas to follow JUPEM medmas ASCII

prefix.

Eg : 020521072015

1.2.24 Error Summary Report

eTSM provide “Error Summary Report” by clicking button below

Error summary will be generated and display as below

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1.2.25 Differentiate Fix Station in “Station and NDCDB

Comparison Report”

Add “*” symbol to differentiate Least Square Adjustment (LSA) fix station in

“Station and NDCDB Comparsion Report”

1.2.26 Add CRM Fixed Point with serial number and

NDCDB Updated Date in GP and “Station and

NDCDB Comparison Report”

Add CRM Fixed point with serial number, and NDCDB Updated date in “Ground

Proofing (GP) report” and “Station and NDCDB Comparison Report”.

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1.2.27 Generate eTSM report by batch

User can generate all eTSM reports (except Ground Proofing) by single click

with button below

After all report is generated, system will prompt user the summary of the

generated report

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1.3 Use of Least Square Adjustment (StarNet)

1.3.1 Survey Method (Local StarNet)

The Survey Method to be adopted for use in eTSM are as follow:

Method Description Remarks

After 25 stations/Open Traverse

LSA Calculation

To ensure lower bound

To ensure observations are correct

After >25 stations

LSA Calculation for section A & B together

Discard earlier Least Sq adjustment for section A



Close Traverse

LSA calculation for block A (before section B)

LSA Calculation



After B is being surveyed

LSA calculation A & B together

Discard earlier LSA for section B

1.3.2 Survey Computation

The Survey Computation to be adopted for use in eTSM are as follow:

Method Description

LSA (using local StarNet)

Field Computations must be done after M & LSA correction

During survey & after survey to enable computation on the

field .E.g. Compute missing line, secant, etc

Calculate all observations as a whole

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1.3.3 R Correction

The R Correction to be adopted for use in eTSM are as follow:

Method Description

FBK

Store raw observation values only

Can revert/recalculate M/C on the fly

Least Square

Final bearing = Raw Bearing ± M ± R

Residual = get from LST

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1.3.4 .COR and COO

The .COR and .COO to be adopted for use in eTSM are as follow:

1.4 Output/Reports

The reports to be output for use in eTSM are as follow:

Report Name

1. XXX_EDM.HTML

2. XXX_FAHRASAT.HTML

3. XXX_FIELDBOOK.HTML

4. XXX_SOLAROBSERVATION.HTML XXX_OCCSTN-TOSTN.HTML

5. XXX_BEARINGCLOSED.HTML

6. XXX_AREACOMPARISON.HTML

7. TRAVERSE.HTML

8. REPORT.HTML

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UPI.HTM

1.5 Fieldbook ASCII Data Structure

1.5.1 Fieldbook ASCII

The Fieldbook ASCII to be adopted for use in eTSM are as follow:

ASCII Structure Description File Extension

1. EDM Electronic Distance Measurement Record

XXX.EDM

2. Fahrasat Fahrasat XXX.FAH

3. Fieldbook 4. Corrections 5. Station

Traverse Record M & R Corrections Station

XXX.FBK XXX.COR XXX.COO

6. Solar Observation Solar Observation Set Record XXX.SOB

7. Bearing Close Statement Circuit Correction Record XXX.BCS

8. Area Comparison Record Surveyed Lot XXX.ACS

9. NCP 10. TPS

NCP TPS

XXX.NCP XXX.TPS

11. Lot 12. Bdy 13. Job

Surveyed Lot and Boundary Record

XXX.LOT XXX.BDY XXX.JOB

14. Topo Offset Topo Offset Record XXX.TPO

15. PO PO Record XXX.PO

16. BaseLine Baseline details Record XXX.BLN

Digital Signature Digital Signing XMLDSIG.XML

Least Square input

Project Files Data Files

XXX.PRJ XXX.DAT

Least Square Output

Listing File Points File Error File

XXX.LST XXX.PTS ERR.TXT (ERROR FILE)

** XXX = denotes job name, e.g. PUWP4_2008

Denote optional ASCII

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1.5.2 Star*Net .DAT

The Star*Net .DAT file to be adopted for use in eTSM are as follow:

1.5.2.1 .DAT Format

Format Convention:

C StnID E N!!

[Get Coordinate from NDCDB with Fixed StnID ]

B StnFrom-StnTo Bearing Weightage

D StnFrom-StnTo Distance Weightage

#B StnFrom-StnTo Bearing Weightage

D StnFrom-StnTo Distance Weightage

[# denotes Remarked Bearing; Only distance shall be taken into account. Let StarNet to

assign/calculate bearing. Bearing can be deleted]

B StnFrom-StnTo Bearing Weightage

#D StnFrom-StnTo Distance Weightage

[# denotes Remarked Distance; Only bearing shall be taken into account. Let StarNet to

assign/calculate distance. Distance can be deleted]

1.5.2.2 Included Lines in .DAT

The following are the included lines in .DAT:

Line Type Bearing Distance

Datum Y Y

Traverse Y Y

Online X Y

Online Check X Y

Close Bearing Y Y

Azimuth Y X

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TP (Tanam Pastian) Y Y

1.5.2.3 Excluded Lines in .DAT

The following are the excluded lines from .DAT:

Checked Angle

Format not allowed in StarNet

Produced Line

Calculated

DPI

Calculated

EDM

Standalone

Diff Test

Cancel

PO

TT

Bdy

Calculated

1.5.2.4 Solar Entry in .DAT

The following are the Solar entry in .DAT:

B StnFrom-StnTo Bearing Weightage #Solar

D StnFrom-StnTo Distance Weightage #Solar

Another set of Solar entry in .DAT:

B StnFrom-StnTo Bearing Weightage #Solar

D StnFrom-StnTo Distance Weightage #Solar

Best 2 Set

Remark to

indicate Solar

Best 2 Set

Remark to

indicate Solar

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1.5.2.5 Options for Traverse

The options for traverses are as follow:

CL, CR

Every observation have 2 entries in .DAT

Apply M in SUM Server (Pre-process before StarNet)

Means Bearing + M

Every observation have 1 entry in .DAT

Apply M in SUM Server (Pre-process before StarNet)

Final Bearing (Included M)

Every observation have 1 entry in .DAT

Apply M in eTSM

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2 Setup

2.1 Job Manager

1. Job Manager consists of function as state below:

I. Open Job

II. Copy Job (previously “Restore Job”)

III. Attach EDM

IV. Attach INI

V. Zip Job

VI. Back up

VII. Download SPPK

VIII. Set Default State

IX. Set User Information

X. Restore Completed Job

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2.1.1 Open Job

1. To open job, select the job name on the list, click “Open Job”, or double the selected job name.

2. To close the Job Manager browser after the job have been opened, check the “Close Job

Manager after open job”, else uncheck it.

2.1.2 Copy job

1. To copy job from other directory to user working folder, click on “Copy Job”.

2. To copy job folder, check the “Copy Job Folder”, and click “OK” button.

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3. Select the folder to be copied, and click ok “OK” button.

4. To copy zip file, check the “Restore Zip File” box, and click on “OK” button.

5. Select the zip file, and click on “Open” button.

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2.1.3 Attach EDM

1. Select the job in the job manager list.

2. Click on “Attach EDM” button, and browse to the EDM physical file directory.

3. Select the EDM file and click on “Open” button.

4. A notification message will be displayed once the attachment is completed.

2.1.4 Attach INI

1. Select the job in the job manager list.

2. Click on “Attach INI” button, and browse the Kumpulan/Ahli INI physical file.

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3. Select INI file and click on “Open” button

4. A notification message will be displayed once the attachment is completed successful as

show in below

.

2.1.5 Zip

1. To zip the completed file ready for upload, select the job from the list and click on “Zip”

button.

2. Once the compressing is completed, a notification message will be displayed as below.

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2.1.6 Back Up

1. To back up the job, select the job in the job manager list.

2. Click on “Back Up” button.

3. A notification message will be displayed as below once the process is completed

4. The job will be compressed and store in directory as below:

../My Document/Survey Bin/BackUp

2.1.7 Restore Completed Job

1. To restore the zipped job for editing/checking in eTSM, select the job from the list, and check

the box and click on “Restore” button. Once the process is completed, a notification message

will be displayed as below.

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2.2 Open another Job

1. Before opening another job, please make sure that at least one main job have been opened.

2. Click on “Open another Job” icon and choose the job.

3. Please make sure that the job that opens must be a new job, which have not started surveying.

2.3 Close Job

1. Close all the opened jobs in eTSM.

2. eTSM will show the default state after job have been closed.

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2.4 Show PU

1. When click on “Show PU” icon, new explorer will pop up as state below.

2. User can choose on which PU to be opened. (PU file must be in .TIFF format)

2.5 Save Job

1. To keep the data of surveyed job, click “Save” icon.

2. After the process is completed, a notification message will be displayed as below.

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2.6 Save Duplicate ASCII

1. To save jobs that opened more than one SKL simultaneously, click on “Save Duplicate ASCII”

icon.

2. This function will store surveyed data from the main job and duplicate the data into other SKL

job.

3. If the SKL already contains surveyed data, notification dialog will be displayed as below.

4. If user chooses “YES”, the data from the main job will be restored to the sub-job.

5. A notification message will be displayed as below.

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2.7 Rename Job

1. To rename the surveyed job, click on “Rename Job” function.

2. Type in new file name, and click on “Save As” button.

3. Notification message will be popped up as below.

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2.8 Merge Job

1. To merge two job become one job, click on “Merge Job” function.

2. To add a new job on merge job list, click on “Add new Job” button. Select a new job to be

merge

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3. After a new job has been added, the job list will show the added job.

4. “Active” function means when user can do any data processing on the job that active. Only

one job can be active at the same time.

5. “Set as Master” means the job will be merged with other file. The job rather than Master

Job call Slave Job in this case.

Master : PUJ6_2008

Slave : PUJ11_2008

6. The master job can be changed by just selecting the job and click on “Set as Master” button.

7. “Merge” function means the slave job will merge into the master job. After merging, the

master job will contain the slave job data; meanwhile the data in slave job will remain

unchanged.

8. To merge the jobs, select the slave job, and click on “Merge” button.

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9. Click “Yes” if user wants to merge the jobs.

Master Job

Slave Job

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10. If the system detected there are stations that very close to each other (maybe the stations

are same), system will display a message like below.

11. To merge the stations, check the box, and click on “Merge” button.

12. If the merge process is done, a notification message will be displayed as below.

13. “Delete from List” means to delete the job from the list

14. To save the job, click on “Save” button.

15. To close the merge job process, click on “Close” button.

16. The figure in below showing the job that had been merged.

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2.9 Load Adjusted Graphic

1. To view adjusted graphic from Least Square Adjustment, Click on “Load Adjusted Graphic”

button.

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2.10 Check Survey

1. “Check Survey” function is used when to check other surveyor job.

2. The previous surveyor’s surveyed data will become a transparent layer to later surveyor, so

the later surveyor can check the job according to the transparent layer.

3. When click on the “Check Survey” icon, please make sure no other is open at the same time.

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4. Browse to the folder directory of the job, and click “OK”.

5. Fill in all the require data for the next processing.

6. When the process is completed, notification message will be shown as below.

2.11 Save Field Diagram

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1. To save the overall diagram of surveyed job, click “Save Field Diagram”.

2. Message box will be shown once the process is completed as below

2.12 Set User Information

1. To set user information, click on the icon “Set User Information”.

2. Set the user IC number and Name.

3. All the surveyed data will be stored according to latest user information.

2.13 Set Default State

1. To change the base map of current state, click on “Set Default State” icon.

2. Select the state from the list provided in the list box, and click “OK”.

3. The base map of the application will change according to user requirement.

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2.14 Total Station Manager

1. To communicate the total station with eTSM, click on “Total Station Manager” icon.

2. Total Station Manager Browser will be displayed as above.

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3. Three (3) model of total station currently supported by eTSM.

I. Topcon

II. Nikon

III. Leica

4. Choose on the total station that being used.

5. System will try pairing with the total station that being used.

6. To make sure the communication between eTSM and total station, click on “Configuration”

button.

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7. To choose the serial port that communicates with total station, click on the button as circle

on above.

8. Select the serial port that communicate with total station, and click “OK” to complete the

selection.

9. Set the Baud rate, Data Bit, Stop Bit and Parity according to the total station configuration.

10. Click on “Connect” button to make sure the connection.

11. If there is no error in communication, message box below will pop up to notify user.

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12. To test the communication, please follow the instruction below.

I. To set horizontal bearing

Please key in any value on “Set Horizontal Bearing”, and click “Set”.

II. To read horizontal bearing

Please click “Read” on “Read Horizontal Bearing”

III. To read horizontal distance and slope distance

Please click “Read” on “Read Horizontal distance and Slope Distance”

IV. To read vertical angle and horizontal distance

Please click “Read” on “Read Vertical Angle and Horizontal Distance”

13. If the setting and reading value doesn’t match, or fail to operate, please redo the total station

configuration as above.

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2.15 Show/Hide Legend

1. By default, eTSM will display the Legend, or the application theme on the left. Click on the

“Show/Hide Legend” will hide legend.

2.16 Show/Hide Entry Tools

1. Click on the “Show/Hide Entry Tools” icon.

2. The TSM toolbar will show all the buttons for the “Entry Tools” category as shown in below

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3. If “Show/Hide Entry Tools” have been clicked again, all the buttons of the category of “Entry

Tools” will be hided.

2.17 Show/Hide Reporting Tools

1. Click on the “Show/Hide Reporting Tools” icon.

2. The TSM toolbar will show all the buttons for the “Reporting Tools” category as shown in

below

3. If “Show/Hide Reporting Tools” have been clicked again, all the buttons of the category of

“Reporting Tools” will be hidden.

2.18 Show/Hide Browser Tools

1. Click on the “Show/Hide Browser Tools” icon.

2. The TSM toolbar will show all the buttons for the “Browser Tools” category as shown in below

3. If “Show/Hide Browser Tools” have been clicked again, all the buttons of the category of

“Browser Tools” will be hidden.

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2.19 Show/Hide Labeling Tools

1. Click on the “Show/Hide Labeling Tools” icon.

2. The TSM toolbar will show all the buttons for the “Labeling Tools” category as shown in below

3. If “Show/Hide Labeling Tools” have been clicked again, all the buttons of the category of

“Labeling Tools” will be hidden.

2.20 Show/Hide Calculation Tools

1. Click on the “Show/Hide Calculation Tools” icon.

2. The TSM toolbar will show all the buttons for the “Calculation Tools” category as shown in

below

3. If “Show/Hide Calculation Tools” have been clicked again, all the buttons of the category of

“Calculation Tools” will be hidden.

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2.21 Show/Hide CAD Tools

1. Click on the “Show/Hide CAD Tools” icon.

2. The TSM toolbar will show all the buttons for the “CAD Tools” category as shown in below

3. If “Show/Hide CAD Tools” have been clicked again, all the buttons of the category of “CAD

Tools” will be hidden.

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3 Data Capturing Tools

3.1 Tele GPS

1. Tele GPS is used to locate the survey job area. Plug in the GPS Flash card into PC-card drive,

and slot into PC’s PCMCIA.

2. Click on the GPS icon as show below.

3. To configure the Tele GPS with the eTSM, please follow the below instruction.

1. Click “Tools”, and follow by “Set GPS Receiver Option”.

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2. Set the Serial Port, Baud Rate, Data Bit, Stop bit, and Parity according to the Tele GPS

default value.

4. To communicate with Tele GPS, please follow the below instructions

I. Click on “File”, follow by “Live GPS Data”.

II. If the value or Longitude and Latitude don’t show, mean the GPS signal is low, or maybe

the communication between the Tele GPS and the eTSM have occurred error.

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3.2 Set Starting Point

1. To start survey a new job, setting a starting point is a must. To create a starting point, click on

“Set Starting Point” icon.

2. Please click on the location where the new station will be occupied. The new station can be

either new assumes station, or pick from the NDCDC station layer.

3. A new explorer will be shown. Please fill in all the relevant information of the starting point.

4. After the information of the new station has been filled in, the new station will be created in

the eTSM application, as shown in below.

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3.3 Start Datum

1. To start a new traverse, click on “Start Datum” icon.

2. Click on the station which the total station occupies. A new traverse form will be shown in the

right of the eTSM application.

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3. When the communication between total station and the eTSM works well, click on “Capture”.

4. The message box will be displayed as below. When the total station is ready for observing,

click “OK” to continue.

5. When the observation of Circle Left is done, the message box below will be displayed.

6. If the observation of Circle Right is ready, click “OK” to continue.

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7. After the observation is completed, click on “Save” to continue. New station information will

be displayed, and fill in the relevant data.

8. After the entry is done, click on “OK” to continue. The observed station will be created on

map.

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3.4 Differential Field Test

1. Differential field test can be performed on

a. Datum, or

b. Second traverse

of every single job.

3.4.1 DFT by Datum

1. Click on “Differential Field Test” icon, and drag a point on the traverse that doing this

process. To do DFT on datum, choose on “YES”.

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2. The new station information box will be displayed as above. Please fill in the relevant data

and click on “OK” button.

3. Set up occupy station on the traverse and start observing.

4. Click on “Capture” button to continue.

5. If the observation is ready, click on “OK” to start capturing target.

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6. Click on “Save” button to complete observation.

7. To continue observation, click on “Capture” again.

8. Click on “OK” button when the observation is ready.

9. To complete the observation, click on “Save” button.

10. The differential report will be displayed as below.

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3.4.2 DFT by new traverse

1. To observe DFT on new traverse (second traverse of new job), click on “Differential Field Test”

button, and drag a point to station which the total station is occupying

2. System will prompt below message box, and click on “No”

3. If surveyor drag the point on traverse, and want to survey the DFT on new traverse, system

will prompt error message as below

4. Surveyor can start survey new traverse with back bearing to Datum

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5. After complete the new traverse survey, system will prompt the new station information

message box as below, please fill in the relevant information.

6. After the new station is created, system will prompt the DFT station information box as

below

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7. Kindly perform the DFT survey procedure as stated at 3.4.1(3) to complete one set of

DFT.

3.5 Traverse Observation

1. To start traversing, click on “Traverse Observation” icon.

2. Click on the map where the total station occupies.

3. If there is more than one reference lines found, the system will be displayed as below

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4. Please select the line to be referenced, and click on “OK” button.

5. Once the occupy station is ready for observing reference station, click on “OK” button as

below.

6. To capture the new station, click on “Capture” button.

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7. When the observation to target is ready, click on “OK” button as show in below.

8. Once the observation is completed, click on “Save” button.

9. If there is any other new station to be observed, click on “Yes” to continue, else click on

“No”.

10. After completing circle left observation on new station, user needs to observe circle right on

reference station.

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11. Circle right observation is based on “First In Last Out” methodology. Last circle left

observation station will become first circle right observation.

12. Click “Capture” to start circle right observation.

13. When the observation is ready, click on “OK” to capture.

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14. After observation, click on “Save” to end the observation.

15. System will pop up new explorer. Fill in the station information and click on “OK” button.

16. New observed station will be draw on map.

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3.6 Online Observation

1. To use online observation, click on “”Online Observation” icon.

2. Click on occupy station. If there are more than one lines connected to occupy station, please

select it and click on “OK” button.

3. Click on “Capture” to start observation.

4. Click on “OK” if the observation is ready.

5. After observation, click on “Save” button.

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6. Fill in the new station information, and click on “OK” to continue.

7. If there is other front station, click on “Yes”, else click on “No” button.

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3.7 Solar Observation

1. To observe solar, click on “Solar Observation” icon.

2. Click the occupy station on the map, and choose the reference line that use.

3. Click on “Capture” to start solar observation.

4. Circle left observation to reference station.

5. (Circle left) Left to sun observation.

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6. (Circle left) Right to sun observation

7. (Circle right) Right to sun observation

8. (Circle right) Left to sun observation

9. Circle right observation to reference station.

10. Click on “Save” to finish single solar observation. If user wishes to capture another set of

solar, click on “Capture” button, else, click on “Cancel”.

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11. System will display the result of solar observation. To keep the data, click on “Yes”.

12. After the solar data is stored, the system will pop up a message on applying the M

correction. Click on “OK” if want to apply M Correction.

13. The system map will redraw to true bearing once the M Correction applies.

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3.8 Topo Observation

1. To observe the detail of the survey, or topographic observation, click on “Topo

Observation”.

2. Click on the occupy station, and choose the reference line, as shown in below.

3. Once the observation circle left to reference station is ready, click on “OK” to capture.

4. User can choose the feature of the new station either to be a point, or line that link together.

User needs to determine the behavior of the observation by choosing the string code and

string number, as shown in below.

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5. Click on “Capture” if user is ready to observe target station. Click on “OK” to start observe.

6. After the observation is completed, user needs to fill in the new station information.

7. If there is other station to be observed, click on “Yes”, else click on “No” to stop observing.

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8. The system will draw the observed topographic station on map as show in below.

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3.9 Extend Traverse

1. To create a “Tiada Tanda” traverse by extending traverse, click on “Extend Traverse”

button.

2. Click on traverse to be extended (traverse 16-19).

3. System will pop up an explorer. Click on “OK” after the data have been filled in.

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4. Please fill in the new station information.

5. New traverse and station will be drawing on map as show in below.

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3.10 Intersection

1. To create an intersection point in between two traverses, click on “Intersection” icon.

2. Click on the first traverse (traverse 1-4) on the map. Click again on second traverse (40-41).

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3. To draw the intersection point on map, kindly check the box “Draw on CAD Layer”, and click

on “Calculate” button.

4. Click on “OK” after the lines select. System will display new station information box.

5. Click on “OK” after the information of new station fill in.

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6. New station (91) and new traverses (4-91 and 41-91) will be created on the map as show in

above

3.11 State Out

1. To look out a station, click on “State Out” function.

2. Click on station where total station occupies. System will display as below.

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3. User can key in bearing and distance for looking out the stone, or click “Get Line” to pick the

line from system map.

4. Once the total station is ready, click on “Read” to observe target station.

5. Difference of bearing and distance will be shown.

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3.12 Secant

1. To create secant line, click on “Secant” icon.

2. Click on “Get Line” button to get first line. Fill in the perpendicular distance, and choose the

side to create secant line.

3. Click on “Get Line” button to get second line. Fill in the perpendicular distance, and choose

the side to create secant line.

4. Click on “Calculate” to calculate the secant line. If wish to draw a line on CAD layer, click on

“Draw Line” button.

5. System will draw a line as show in above.

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3.13 End Lot Secant

1. To calculate secant from end lot, click on “End Lot Secant” icon.

2. Click on line to create the secant line on the map.

3. Select “Get Line” to get the intersected line.

4. From the parallel line bearing (274.1140), we know the direction of the line (point to west). If

we wish to create the line connect to the intersected line, we check “Draw from Begin Point”

box and check “Left”. These two options are depending on the direction of the parallel line.

Bearing 274.1140

Intersected line

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5. Click “Calculate” to continue.

6. If wish to draw a line on system CAD layer, click “Yes”, else click on “No” button.

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3.14 Compute Missing Line

1. To create a calculated line, click on “Compute Missing Line” icon.

2. Click on “Select” button and select the lines to be used in compute the missing line.

3. For the example here, to calculate missing line from 5-6, select line 1-5 and line 1-6. Choose

first line (1-5) as reference object.

4. Click on “Calculate” once the selection is completed.

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5. To add the calculated line (5-6) into fieldbook, click on “Yes”, else click on “No” button.

6. System will draw the calculated line (5-6) on the map as show in below.

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4 Data Manipulating Tools

For the ease of manipulating the surveyed data, eTSM provides functions to let user to modify, add,

and delete the data.

4.1 Fieldbook Browser

1. Click on “Field Book Browser” icon.

2. The fieldbook browser will be displayed as below.

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3. To view location of the traverse, click on the traverse on the browser selection. The map will

highlight the traverse. For the example below, traverse 7-8 is being selected in fieldbook

browser, the map will highlight traverse 7-8.

4. To delete a traverse, user needs to select the traverse(s) and click “Delete”. If the traverses

are found to be used by other traverse, such as reference line of other traverse, the system

will pop up a warning message and decline the deletion, as show in below.

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5. If user wishes to edit the traverse, user needs to select the traverse, and click on “Edit” button.

A new explorer will be displayed containing the information of the selected traverse, as show

in below.

6. To close the field book browser, click on “Close” button.

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4.2 Station Browser

1. To manipulate the surveyed station data, click on “Station Browser”.

2. To view the location of the station, select the station on the “Station Browser”, and the

application the highlight the station on the map.

3. To delete the station from the job, select the station from the “Station Browser” list, and click

on “Delete” button.

Station 7 is being

highlighted on the map

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4. If the station is being used by traverse(s), the system will decline the deletion, and show a

warning message as show in above.

5. To edit the station information, select the station from the list, and click on “Edit”. User is able

to chance the information on the box.

6. To close the browser, click on “Close” button

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4.3 Lot Entry Browser

1. To manipulate the lot entry, click on “Lot Entry” browser.

2. To view the lot on the map, select the list from the browser as show in above.

3. To delete the lot entry, select the lot from the list, and click on “Delete” button.

4. To edit the lot entry, select the lot from the list, and click on “Edit” button. Lot entry explorer

will be displayed as below.

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5. User can change the information of the lot entry, such as the UPI value, and the lot stations.

If the lot stations is change, and lot on the map will be changed as well, as show in below.

- Existing lot station : 16,4,5,3,2,11,10,17

- New lot station : 16,4,5,1,3,2,11,10,17

6. To close the browser, click on “Close” button.

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4.4 Correction Browser

1. To manipulate the correction apply on the survey data, click on “Correction Browser”.

2. To delete the correction from the job, select the correction from the browser list, and click on

the “Delete” button. The correction will be deleted, and the value of the surveyed data will

be recalculated.

3. To close the browser, click on the “Close” button.

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4.5 Topo Browser

1. To manipulate topographic detail, click on “Topo Browser” icon.

2. Please select “String Code” and “String Number” in order to manipulate the data.

3. To change the sequence of the detail, click “Up” or “Down” button.

4. To delete the record, click on “Delete” button.

5. To close the browser, click on “Cancel” button.

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4.6 Solar Browser

1. To manipulate the data of observed solar, click on “Solar Browser” icon.

2. To delete the solar record, select the solar from the browser’s list, and click on “Delete” button.

3. After the deletion, a notification message will be displayed to request the user to reapply the

correction on the job, as show in below.


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4.7 Refixation Browser

1. To view the refixation value rejected from JUPEM, click on “Refixation Browser”.

2. Browser will list the actual bearing and distance should read from the traverse.


4.8 Boundary Browser

1. To view the boundary value for traverse file, click on “Boundary Browser”.

2. The browser will list all the boundary set by user by given the information as below

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3. User can manipulate the boundary by deleting the existing boundary.

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5 Misc Entry

5.1 Diary

1. To save the diary of the job, click on “Diary Entry” button.

2. To edit the diary, select to column to edit, and double click on the Column to edit.

3. To save the diary, fill in the relevant data, and click on “Save” button.

5.2 Check Roll

1. To add check roll on the job, click on “Check Roll” button.

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2. To add member in the group, click on “Add” button. A new explorer will be shown.

3. To select the member from the list, highlight the list provided, and click on “Add” button.

4. To change the information, select the relevant data for the user, and click on “Save” button.

5. To remove the user from the list, click on “Delete” button.

6. To save the entire check roll, click on “Save” button.

7. To view the saved information. Click on “List All” button.

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5.3 Fahrasat

1. To manipulate Fahrasat data, click on the “Fahrasat” button.

2. To edit the data in Fahrasat, select the row and double click on the column, and change data.

3. To save the Fahrasat, click on “Save” button.

5.4 Minutes

1. To manipulate the data in Minutes, click on “Minute” button.

2. Fill in the data to proceed next.

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3. To add new folder, click on “New Folder” button. Key in the new folder name and click”OK”.

4. To attach a new file, click on “Attach File” button. A new explorer will be displayed as below.

Browse the file to be attached and click on “Open” to proceed.

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5. To add new minute, fill in the data in provided textbox, and click on “Append” button.

6. To delete the minute, select the minute from the list, and click on “Delete” button.

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6 Calculation Tools

6.1 Bearing Distance

1. To calculate bearing and distance from one point to point by coordinate, click on “Bearing

Distance” button.

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2. For the example here, to calculate bearing and distance from station 18 to station 19, user

need to click on station 18, and drag the line until station 19, and the message of calculated

bearing and distance will be displayed as below.

3. To draw a CAD line on the map, click “YES” button.

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6.2 Bearing Distance by Point

1. To calculate bearing and distance by point, click on “Bearing Distance by Point” button.

2. Example (calculate from station 18 to station 19). To get station 18 coordinate, click on “Get

Point” from “First Point”, and point to station 18, and click on station 18 on map. The steps

are same to station 19.

3. To calculate bearing and distance, click on “Calculate” button.

4. To draw a line on CAD Layer, click “Yes” button.

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6.3 Direct Bearing

1. To calculate a direct bearing from selected line, click “Direct Bearing” button.

2. To calculate direct bearing from station 16 to station 17, click “Select” button.

I. Select line 8-16.

II. Select line 8-17.

III. Click “Calculate” button to calculate direct bearing from 16-17l.

3. To draw a line on CAD Layer, click “Yes” button.

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6.4 Secant Check

1. To compare secant value by selecting 2 bearing, click on “Secant Check” button.

2. For the example above, to check the secant of line 18-19:

I. For the line 1 : Click “Select” button, and select line 18-17, 17-16, 16-19

II. For the line 2 : Click “Select” button, and select line 18-19

3. To calculate the secant comparison, click on “Calculate” button.

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6.5 Conversion Tools

1. For the ease of usage on survey calculation, eTSM provides distance and area conversion tools.

2. To convert distance value from Meter to Feet

i. Select “Meter” in the list

ii. Set the value of conversion.

iii. Select “Feet” in the list.

iv. The result will be displayed as below.

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3. To convert are value from “Square Meter” to “Square Feet”

I. Select “Square Meter” in the list

II. Set the value of conversion

III. Select “Square Feet” in the list

IV. The result will be displayed as below.

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7 Data Processing Tools

7.1 Correction

1. To apply correction on the job, click on “Correction” button.

7.1.1 M correction

1. To apply Meridian Correction on the job, click on “Select” button.

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2. Select line 1-2 (Datum or Traverse) on the map.

3. Select Azimuth line (Solar azimuth or SA value) on the map.

4. Select “M Corr” button to apply M correction on the job.

5. Once the process is done, the notification message will be displayed as below

6. The job will apply the correction, and the map will redraw, and swing to true bearing.

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7.1.2 Residual Correction

1. In order to apply residual correction on the job, user needs to have licensed “Star* Net”

program for least square adjustment calculation.

2. To apply Residual Correction (R correction) on the job, click on “R Corr” button.

3. A list of stations will be displayed.

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4. User need to decide which stations to become a fix coordinate in order to calculate least

square adjustment.

5. To select station as a fix station, check the box on the station. User can select more than 1

station for least square calculation.

6. To proceed, click on “OK” button.

7. Once the process complete, a notification message will be displayed as below.

7.2 Refixation

1. To calculate the refixation, click on “Refixation” icon.

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2. To try refixation process, user needs to compare the PO and new value.

PO traverse : 16-17-10-11

New Traverse : 16-8-7-11

3. Click on “PO” button and select the PO line

4. Click on “New” button and select the observed traverse.

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5. To compare the PO and New value, click on “Calculate” button. The result will be displayed

as below.

6. To check which traverse to be refixed, click on “Report” to view the report.

7.3 Transpose

1. To transpose location of station to another location, click on “Transpose” button.

2. Drag the mouse from the original station location to the destination location.

3. The value of transpose will be displayed as below.

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4. Once click on “OK” button, all the stations will be transpose according to this value.

7.4 Lot Entry

7.4.1 Lot

1. To form the lot for the job, click on “Lot Entry” button.

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2. To form the lot by selection from map, check the “By Selection from Map” box, and click on

“Start” button.

3. To form the lot by data entry, check the “By Key in Station Number” box, and fill in the station

number.

4. Click “Add” to continue forming lot entry.

5. If the lot entry overlay with SKL Lot layer, the selected lot entry will get the information from

the SKL Lot layer.

6. If the job comes without SKL layer, application will pop up lot entry information for user to fill

in as shown in below.

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7. The created lot will be draw and displayed as below.

7.4.2 Complex Lot (Island Lot)

1. Complex Lot is used to create “Island Lot”. To create complex lot, user needs to select

(highlight) the main lot as show in below.

a. To create lot, please refer to 7.4.1

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2. Highlight the main lot, and click on “Complex Lot”

3. Creating island lot can be done by

a. “By Selection from Map” or

b. “By Key in Station Number”.

7.4.2.1 By Selection from Map

1. To create complex lot by selection from map, click on “Start” button

2. Select station from map, and join the island lot as below : 23,24,25,26,23

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3. After create the island lot, the main lot will not cover the island lot

7.4.2.2 By Key in Station Number

1. To create complex lot by entry, check the “By Key in Station Number” box

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2. Fill in the stations number (23,24,25,26,23) and click on “Add” button

3. After the complex lot had been created, the lot will be displayed as below.

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7.4.3 Boundary Line

1. Boundary line entry is used for traverse file that comes without any lot

formation. User will survey the boundary based on the SKL as below

2. After complete the observation, user need to key in the station number to

form the boundary.

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7.5 Recalculate Solar

1. To recalculate solar value, click on “Recalculate Solar” button.

2. A notification message will be displayed as below

3. To recalculate, click on “Yes” to continue proceed.

4. A notification message will be displayed once the process is done.

5. User is required to reapply the correction, if the job had applied correction.

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8 Graphical Data Editing

8.1 Create Line

Create Line

Usage Create a Line object onto CAD Layer

How to Use

Activate the ’Create Line’ function, click once on the

starting point, hold the mouse click, drag and move the

mouse to the end point, relase the mouse click to create

a new CAD line.

8.2 Delete Line

Delete

Usage Delete the created CAD line

How to Use Select the desired CAD Line, click on this button to delete

the selected line.

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8.3 Move Line

Move Line

Usage Move the CAD Line

How to Use

Select the CAD Line(s), activate this ’Move Line’ function,

click on the starting point, hold the mouse click and drag

to the ending point. Release the mouse click to move the

selected CAD Line(s) from the starting point to the ending

point.

8.4 Move Node

Move Node

Usage Move CAD Line(s) by node.

How to Use

Activate the ’Move Node’ function, place the mouse

pointer onto the CAD Line’s node (On the Snapping), click

on to the node, hold the mouse click, drag and move to

the desired location, release the mouse click to move the

CAD Line by Node.

8.5 Extend Line

Extend Line

Usage Extend the selected CAD Line according to the length

How to Use

Activate the ’Extend Line’ function, identify the CAD Line

need to be extend, click on the the edge of the CAD Line

which need to be extend. If the line is link to other CAD

Line(s), therefore, all the intersect CAD Line will be listed

in the list as below. User may 1 or all CAD Line to perform

the extend function. Once user has made the selection,

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click on the ’OK’ button to continue. Click on the ’Cancel’

button to halt the process.

The above dialog box will be displayed, user need to enter

the length to be extend. Click on the ’OK’ button to extend

the selected line.

8.6 Break Line at Middle Point

Break Line At Mid Point

Usage Split the selected CAD Line symmetrically.

How to Use

Identify and select the CAD Line(s), click on the ’Break

Line At Mid Point’ button to split the selected CAD Line

into half.

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8.7 Break Line

Break Line

Usage Split the selected CAD Line according to the breaking

point set by user.

How to Use

Activate the ’Break Line’ function, identify the CAD Line,

place the mouse pointer onto the breaking point , click

once and the CAD Line will be split at the breaking point.

8.8 Mirror

Mirror

Usage

Create mirror objects based on single line as the

reflection center.

How to Use

Select the CAD lines, then draw a single line. Then the

selected CAD lines will moved to opposite side from the

single line.

8.9 Rotate

Rotate

Usage Turn and rotate the CAD line based on the rotation angle

and turning point specified.

How to Use Select the CAD Line, activate the ’Rotate’ function, click

once on the Map window to determine the turning point.

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A Rotate window as below will be displayed:

Enter the degree of rotation, click on the ’Left Turn’ to

rotate the CAD Line to left and click on the ’Right Turn’

button to rotate the CAD Line to right. User may click on

the ’OK’ button to set the CAD Line to the existing

rotation, or click on the ’Cancel’ button to revert the

process.

8.10 Spin

Spin

Usage Turn and rotate the CAD line based on the rotation angle.

How to Use

Select the CAD Line, activate the ’Spin’ function, A Rotate

window as below will be displayed:

Enter the degree of rotation, click on the ’Left Turn’ to

rotate the CAD Line to left and click on the ’Right Turn’

button to rotate the CAD Line to right. User may click on

the ’OK’ button to set the CAD Line to the existing

rotation, or click on the ’Cancel’ button to revert the

process.

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8.11 Parallel

Parallel

Usage Create a parallel line base on the selected CAD Line

How to Use

Select the desired CAD Line(s), then activate the ’Parallel’

function, the dialog box as below will be display.

User need to determine the gap (determine by Unit &

Length) between the newly created parallel line and the

CAD Line.

Subsequently enter the number of lines user wish to

create.

Finally, user may choose to create the parallel line left,

right to the CAD Line or both.

Click on the ’OK’ button to continue, or click on

the ’Cancel’ button to halt the process.

8.12 Perpendicular

Perpendicular

Usage Create a perpendicular line across the selected CAD Line.

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How to Use

Select the CAD Line to be the base line. Activate

the ’Perpendicular’ function, create a line across the

selected CAD Line, a perpendicular line will be created

begin from the intersection point.

8.13 Trim

Trim

Usage To trim2 CAD line by user selection

How to Use

Click on ’Trim’ button, and select the end point of 2 lines

that intersected on each other. To maintain the line

remove by system, hold the CTRL button when selecting

the lines.

8.14 Auto Snap

Auto Snap

Usage

This the extension of the ’Trim and Split’ function where by

this function enable user to perform the snapping of

multiple CAD Line at once.

How to Use Activate the ’Auto Snap’ function to display the dialog box

as below:

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User need to select the CAD Lines which will be categorized

as Outer Lines, then user need to click on the ’Fill List >>>’

button to add the line. Click on the ’Remove <<<’ button to

remove the selected line from the CAD Line listing.

User can choose to click on the ’Clear List’ button to

remove all line from the listing.

User then need to select the CAD Lines which will be

categorized as Inner Lines, then user need to click on

the ’Fill List >>>’ button to add the line. Click on

the ’Remove <<<’ button to remove the selected line from

the CAD Line listing.

User can choose to click on the ’Clear List’ button to

remove all line from the listing.

’Trim off the extra line(s) – activate this option to remove

the extra lines.

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’Extend Lines to snap – activate this option to extend the

CAD lines in case selected CAD lines does not intersects.

Finally, click on the ’Auto Snap’ button to complete the

process or click on the ’Cancel’ button to halt the process.

8.15 Perimeter

Perimeter

Usage Calcualte the perimeter of a close CAD Lines (Connected

CAD Lines which can form a polygon)

How to Use

Activate the ’Perimeter’ function, direct the mouse cursor

to the middle of a close CAD Lines. Click into the

compound of the close CAD Lines to obtain the perimeter

of the close CAD Lines

8.16 Area Calculation

Area

Usage Calcualte the area of a close CAD Lines (Connected CAD

Lines which can form a polygon)

How to Use

Activate the ’Area’ function, direct the mouse cursor to

the middle of a close CAD Lines. Click into the compound

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of the close CAD Lines to obtain the Area of the close CAD

Lines

8.17 Area Adjustment by Boundary Selection

Area Adjustment By Boundary Selection

Usage Modify/Set the area of a close CAD Lines by adjusting the

selected boundary

How to Use

Activate the ’Area Adjustment by Boundary’ function,

move the mouse cursor to the compound of the close

CAD Lines, and click inside the close CAD Lines. The dialog

box as below will be display.

Calculated area of the close CAD Line will be display in

the ’Calculated Area’ coumn, user therefore need to key

in the area they desired into the ’Approved Area’ column,

and system will automatically calculate the area different

in percentage.

User can click on the ’OK’ button to continue the area

adjustment.

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8.18 Area Adjustment by Angular Movement

Area Adjustment By Angular Movement

Usage Modify/Set the area of a close CAD Lines by adjusting the

angle of the connected boundary

How to Use

Activate the ’Area Adjustment by Angular Movement’

function to display the dialog box as below.

User need to click on the ’Get Lot’ button to determine

the close CAD Lines. Subsequently the area of the closed

CAD Line will be display in the Original Area column.

Click on the ’Get Line’ button again to detemine the line,

then click on the ’Get Point’ to determine the edge.

(Selected edge has to be connected to the selected line)

Once user has determine the Lot, Line and Point, user

need to key in the New Area, before click on the ’OK’

button to continue.

User can click on the ’Cance’ button to halt the process.

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8.19 Area Adjustment by Parallelogram

Area Adjustment By Parallelogram

Usage Modify/Set the area of a close CAD Lines by

parallelogram method.

How to Use

Activate the ’Area Adjustment by Parallelogram’

function, click into the compound of a close lot to

display the dialog box as below.

Subsequently the area of the closed CAD Line will be

display in the Original Area column.

Click on the ’Select Boundary’ button again to

detemine the CAD Line object which will be adjusted

during the area adjustment process.

Once user has determine the Line, user need to key

in the New Area, before click on the ’OK’ button to

continue.

User can click on the ’Cance’ button to halt the

process.

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8.20 Cogo

Plot Line

Usage Create CAD Line by entering the Bearing & Distance

for the new line.

How to Use

Activate the ’Plot Line’ function to display the dialog

below.

To set the Starting Point, user may choose to key in

the coordinate manually or , click on the ’Get Point’

button, move the mouse cursor to the selected point

on Map window, (activate snapping) click onto the

map to get the map coordinates.

User may then key in the Bearing and Distance of the

boundary line, then click on the Add button to create

the new line. User can continue the adding process

in order to create connecting line.

To form a line from the last point to the starting

point, user may click on the ’Close Line’ button to

create the new line which connecting starting point

and the last point.

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8.21 Coordinate Entry

Coordinate Entry

Usage To create a line by coordinate entry.

How to Use

Click once on the ’Coordinate Entry’ button to display the

dialog box as below.

User need to key in the coordinate from the starting

point and end point.

8.22 Chamfer

Chamfer

Usage To delete line from the intersect point by user

selection

How to Use

Click on the ’Chamfer’ button to display the dialog box

as below.

User need to click on the ‘Get Lines’ button, then

select 2 connected CAD Line, whereby these CAD Lines

will be use to form the Chamfer angle.

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Enter the length of the lines for both line, click on

the ’OK’ button to continue.

User may click on the ’Cancel’ to terminate the

process.

8.23 Undo

Undo

Usage To Undo the previous action

How to Use Click once on the ’Undo’ button to revert back to the

previous action

8.24 Redo

Redo

Usage To Redo the undo action

How to Use Click once on the ’Redo’ button to redo the undo action

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9 Labeling

eTSM uses MapInfo Professional as background engine, so eTSM is able to do labeling as well. For the

ease of use, eTSM provide 3 labeling functions for the user: Lot Labeling, Boundary Labeling, and

Station Labeling.

9.1 Lot Labeling

1. To label the lot on the map, click on “Lot Labeling” icon.

2. The labeling browser will be shown as below.

3. User can choose parameter provided in the explorer for labeling.

4. To label, click “OK” to continue. The map will label the parameter selected by user.

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9.2 Boundary Labeling

1. To label the boundary on the map, click on “Boundary Labeling” icon.




9.3 Station Labeling

1. To label the station on the map, click on “Station Labeling” icon.


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10 Reporting

10.1 Area Comparison

1. To view area comparison report, click on “Area Comparison Report” icon. System will show

report in HTML format as shown in below

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10.2 EDM

1. To view EDM report, click on “EDM Report” icon. System will show report in HTML format as

shown in below

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10.3 Fahrasat

1. To view Fahrasat report, click on “Fahrasat Report” icon. System will show report in HTML

format as shown in below

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10.4 Solar

1. To view solar report, click on “Solar Report” icon. System will show report in HTML format as

shown in below

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10.5 Fieldbook

1. To view Fieldbook report, click on “Fieldbook Report” icon. System will show report in HTML


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10.6 Correction

1. To view correction report, click on “Correction Report” icon. System will show report in HTML


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10.7 Check Survey

1. To view check survey report, click on “Check Survey Report” icon. System will show report in

HTML format as shown in below

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10.8 Chi Square

1. To view Chi Square report, click on “Chi Square Report” icon. System will show report in HTML


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10.9 Adjusted Coordinates

1. To view adjusted coordinates report, click on “Adjusted Coordinates Report” icon. System will

show report in HTML format as shown in below

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10.10 Adjusted Distance and Distance Residual

1. To view Adjusted Distance and Distance Residual report, click on “Adjusted Distance and

Distance Residual Report” icon. System will show report in HTML format as shown in below

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10.11 Adjusted Bearing and Bearing Residual

1. To view adjusted bearing and bearing residual report, click on “Adjusted Bearing and Bearing

Residual Report” icon. System will show report in HTML format as shown in below

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10.12 Station Residual

1. To view station residual report, click on “Station Residual Report” icon. System will show

report in HTML format as shown in below

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10.13 Adjusted Bearing and Distance

1. To view adjusted bearing and distance report, click on “Adjusted Bearing and Distance Report”

icon. System will show report in HTML format as shown in below

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10.14 Station Coordinate Standard Deviations

1. To view station coordinate standard deviations report, click on “Station Coordinate Standard

Deviations Report” icon. System will show report in HTML format as shown in below

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10.15 Station Coordinate Error Ellipse

1. To view station coordinate error ellipse report, click on “Station Coordinate Error Ellipse

Report” icon. System will show report in HTML format as shown in below

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10.16 Station Coordinate Error Ellipse

1. To view relative error ellipse report, click on “Relative Error Ellipse Report” icon. System will

show report in HTML format as shown in below

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10.17 Station and NDCDB Station Comparison

1. To view station and NDCDB station comparison report, click on “Station and NDCDB Station

Report” icon. System will show report in HTML format as shown in below

Documents

e T S M M o d u l e Version 3 - jupem.gov.my · PDF fileJabatan Ukur dan Pemetaan Malaysia (JUPEM) eTSM Module User Guide Version 3.2 . e T S M M o d u l e 2 User Manual . e T S M