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internal

report

Topcon GTS 229 Survey

Manual

G Fox

October 2001

supervising scientist

~~";::::;;;;~------'-'--' ~.--.---... -.-.

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• Topeon GTS 229 Survey Manual

• Prepared by G. Fox

• Hydrological and Ecological Processes.

Environmental Research Institute of the Supervising Scientist.

• Locked Bag 2. Jabiru NT 0886.

October 2001.

• File Reference: IP-1O-040

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• Table of Contents

• 1 Introduction 3

2 Set-up and collection of survey data 4

2.1 Enter job name 4

• 2.2 Enter occupied station details 5

2.3 Enter backsight details 7

• 2.4 Collecting survey data 9

3 Downloading the survey data 11

3.1 On total station 11

• 3.2 On PC 13

4 References 17

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• 2

1 Introduction

In June 2001 the Hydrological and Ecological Processes (HEP) group updated the Topcon GTS-

3 theodolite and FC-5 data collector that has been in operation for approximately 10 years. This

equipment has been used for accurate topographic surveying of erosion plot studies at Swift

Creek (Ngarradj) and its tributaries, Ranger Mine waste rock dump, Tin Camp Creek, Nabarlek

and Scinto 6.

The new total station is a Topeon GTS-229 which operates in a similar way to the GTS-3 but

some of the methods and commands are different.

This report is principally designed to be a user friendly instruction manual for the use of the new

total station, providing a description of the commands required to conduct a survey in the field

using the new equipment. It is assumed that the user has a basic knowledge of surveying,

including the initial set-up of the theodolite. This manual also covers the downloading of the

survey pickups to the PC via Civilcad software and then to Excel spreadsheet format.

Should problems occur with the collection of survey data a more detailed manual for the GTS-

229 is available in the HEP office. For any problems with the downloading of survey data

Civilcad manuals are also available in the HEP department. There is a Civilcad toll free support

hot linen (ph 1800 068007). A support identification number will need to be quoted when using

this service ( 05288-02267).

The supplier of this equipment (GTS-229 and Civilcad) is also a valuable source of information

and is extremely helpful and co-operative in this regard.

Contact details: David Harris ABC Lasers (07)37172111

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• 2 Set-up and collection of survey data

Ensure the instrument is set-up level and directly over the centre of a set-up point and tum the

• instrument on. For any general surveying using the new total station there are four consecutive

steps that must be followed:

(I) Enter job name

• (2) Enter occupied station details - is the location of the instrument in terms of x, y, z

coordinates.

(3) Enter backsight details - is the location of a known point near the instrument in terms

of either x, y, z coordinates or an angle bearing.

• (4) Collecting survey data

2.1 Enter job name

(a) MENU

• ro c

V : 90°10'20" c6. Bl\: 1200 30'40" A

o SET HOLD HOT P1J, 00 (ESC)

• I I I I , POWER

lei em aD aD em (ANa) rn~

(b) FI DATA COLLECT

• (0 C

KBNU 1/3 ... ... P1zDA'l'A COLLBCT (k) (MEtIJ)

P2:LAYOtrr A P3zMEMORY MOR. P'!' (A) (ESC)

@Jv I I , POWER

~ aD em (ANG) (I) «5 •

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(c) Select a file FI INPUT Use up and down scroll arrows (as shown below) and function keys to scroll through numbers and letters to input a job name (FN). When finished F 4 ENTER

SELECT A PI:t.B J'He SM01

:IHP'O'I' L:IS"1' SD DITBR

2.2 Enter occupied station details

(a) Data collect. FI: OCC.PT# INPUT

~ DATA COLLECT 1/2

Pl:0CC.PT# :INPUT 1'2:BACKSIOHT 1'3:I'S/88 pJ,

~cA:, I I to)

aD @

C ... ... (b) (MEtIJ)

A (Z) (esc)

~ POWER

(ANO) <:IDe

(b) FI Input point number for occupied point.(set up point) Use 100 for all occupied point numbers. Then F4 ENTER when done. Do same for "10" and "INS.HT" Then F4 OCNEZ

P'1'1 -i 100 ID e SM01 :INS.R'1': 1.471 INPUT SRCH DC ocnz

I I (ill aD

... ... Ch) (t.IEN.0

A (Z) (esc) ~ POWER

(ANG) CID

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(c) F3 NEZ No further input is required from this screen.

C> C ace.PT ... .,

1''1'#: 100 (b) (MB«J) .. INPO"1' LIST HZ BN'l'Blt ~ (ESC)

I I @ I , POWER

0> aD em aD aD (ANO) <E

'f!

(d) FI INPUT Input N (northing), E (easting) and Z (elevation) values for the set up point and press F4 ENTER after each entry.

(e)

(f)

N-I 1000 III ... ., E: 500 1'4

( ~) (MEt«J)

z: 9 1'4 .. :INPtJ'l' - - - PT# EN'l'BR ~ (ESC)

I I , POWER

em (ill (ANO) CID

After inputting the z value and hitting the enter key the screen will revert back to previous screen shown below. Occupied station details have now been completed. Hit ESC to get to the next screen.

g g

PT' -I 100 ... ., :ID : SM01 (~) (MEIIJ)

:INS.BT: 1.471

~~ :INPtJ'1' BRCH DC OOiBZ

I I I I b

CID <ill aD aD (ANO) CEfj

You have now completed inputting the occupied point set up details.

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2.3 Enter Backsight Details

(a) F2 BACKSIGHT

p g DATA COLLECT 1/2 • ..

1'1 : ace • PT# IHP1J'1' ("-) (MEtIJ)

"2 : BACKSlaB'l' • 1'3:I'S/SS p.J. CZ> (ESC)

I @ I I , POWER

b em em CID em (ANO) CE~

(b) Fl INPUT BS# Use the number 101 for all backsight points F4 ENTER PCODE is the section name (ie SMOl) F4 ENTER R.HT is the prism height. (Note that the prism height does not need to be the same as total station height). Once the R.HT has been entered F4 BS

IQ> g BS# ~ 101 • .. PconB : SM01 Cb) (MEJIJ)

!l.ft : 1.523 • :INPUT aSET HEAS BS CZ> (ESC)

@~ JvC® , POWER

b (ANO) (I) C5

(c) F3 NE/AZ

~ (J

BACltSZGBT .. .. pTI: 101 © (MBIJ)

A IJDOT LIST D/AZ D1T @ (esc)

I I ® I , POWER

D em CED em (ill (ANG) CE

e

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(d)

(e)

For surveying cross·sections a backsight bearing is generally used. Press F3 AZ and go to step (e). However, if known, the northing and easting co·ordinates can be entered. STOP now and position prism on backsight plinth. Carefully aim instrument at centre of prism before pressing F4 ENTER The backsight details have now been set. Go to step (t).

N ~ 1000 III. ~ .. B : 500 III. (];) (MIHI)

&

:INPUT --- AZ ENTBR CZ) (ESC)

I I , POWER

aD ill) (ANG) CID

F 1 IN PUT Input the backsight bearing for the section. STOP now and position prism on backsight plinth. Carefully aim instrument at centre of prism before pressing F 4 ENTER The backsight bearing has now been set.

BAC:KSIGBT ~ .. BR: 180.00 ( "- ) (MEt«J)

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INPUT --- PT' BN'l'BJt G!) (ESC)

I I , POWER

ill) em (ANa) CE

(f) To measure co·ordinates of back sight. F3 MEAS

BS' ~ 101 ~ .. PCODE : SMOl <b) (MEtIl)

R.B'!' : 1.523 III. & INPUT OSET MB.AS BS G!) (ESC)

I I I , POWER

em ern aD (ANa) <E

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(g) F3 *NEZ Once this operation is completed the backsight is now set and measured.

It' CI BS' -I 101 ... • I'CODB : SmO 1 Cb) (MENJ)

R.B'l' : 1.523 m • VB SD *NBZ --- CZ> (ESC)

I I@ I , POWER

0 aD (ill aD ClD (ANO) CE

c

2.4 Collecting survey data

(a) F3 FS/SS

D CI DATA COLLBCT 1/2 ... •

1'1: acc . PTI IJllPtlT ( 1t-) (MEHJ)

1'2:BACKSIGB'l' • 1'3:I'S/SS pJ, CZ> (ESC)

I I @ I , POWER

~ aD aD aD aD (ANG) CI)c

(b) FI INPUT

(c)

PT# Use the number 102 for first survey point F4 ENTER PCODE is the section name (ie SMOl) F4 ENTER R.HT is the prism height. (Note that the prism height does not need to be the same as total station height). Once the R.HT has been entered sight total station at prism then F3 MEAS

PT' -I 102 ... • PCODB : SM01 ( 1t-) (MBIJ)

R.H'1' t 1.523 • l:m?OT SRCH MIlAS ALL CL> (ESC) , POWER (ANa) (E)

F3 *NEZ

D g

1''1'' -I 102 ... • PCODE : SM01

(k...) (MENJ)

R.1l'l' ; 1.523 m • VB SD *NBZ OI'SET (L) (esc)

I I @ I , POWER

0 aD aD (ill aD (ANa) c:m:J t:l

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(d) A series of beeps means the point has been taken. The staff can now be moved to the next point. The screen will be the same as below. Note that the point number has increased by one - the total station will do this automatically for each survey point until the pickup has been completed. To continue the survey F3 MEAS If you need to change the point code or prism height for a particular survey point this can be done by using the Fl INPUT key and F4 ENTER keys. Then F3 MEAS

p Cl PT# -+ 103 ... ... PCODE : SM01 Cb) (MBIJ)

R.HT : 1.532 • INPUT SRCH DAB ALL (Z) (esc)

I I ~ I , POWER

lr.ll aD CID em aD (ANG] (I) tl

(e) F3 *NEZ

PT# ~ 103 ... ... PCODE : SMOl

(b) (NEtIJ)

R.H'l' : 1.523 m • VH SD dlEZ OFSBT ~ (ESC)

I I I , POWER

aD <ID aD (ANG] (I)

(f) Repeat steps (d) and (e) until survey has been completed then ESC This will signal to the machine that the survey of the job has been completed. The machine can now be turned off or a new job can be entered.

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3 Downloading the survey data

Each day the survey data should be downloaded from the total station and stored in an

appropriate format on the eriss network for further analysis. There are three steps in the

download process which must be followed.

3.1 On Total station

(a) Connect total station to computer via Rs232 cable and tum power on. Instrument does not need to be levelled.

(b) MENU

D CI VI 90°10'20" (~)«~» SR: 120°30'40"

• OSE'l' BOLD BSBT plJ. CZ> (ESC)

I I I I , POWER

Q GD em Cfi) (ll) (ANa) CID

e

(c) P3 MEMORY MANAGER

0 CI IIBII't1 1/3 ... • I'll DA.'l"~ COLLJIC'l' (b) 0-0 1'2 I LAY01J'l' • 1'3:MBMOay MQR. p~ (1) (ESC)

I I <dID I , POWER

OJ em CID CID aD (ANG) (E)~

(d) F4 page down.

(e) P4 page down.

(t) PI DATA TRANSFER

~ Cl IIBIIORY NGR. 3/3 ... • I'll DATA 'l'RUlSJ'D.

(b) 0_ 1'2 : IHI'l'IALIZB • pJ. 00 (ESC)

@ck I I , POWER

b <ID aD @ ClJ

tl

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(g) FI SEND DATA

g ~ DATA TRANSFER ... ...

1'1: smm DATA (b) 0-0 1'2 : LOAD DATA ~

1'3 :COIIII. PUAIIB'l'DS @ (esc)

@Jv I I • POWER

D em aD (ANa) <E~

(h) FI MEAS DATA

~ ~

sam OATA ... ... 1'1:JIBAS. OATA (b) Cii> 1'2 : COORJ). OATA ~ 1'3:PCOm; DATA @ (esc)

@Jv I I • POWER

Cl em CiD (ANa) <E

~

(i) Select a file. F2 LIST Use up and down scroll keys to select job for download. Then F4 ENTER

SBLBC'l' A I'lL. ... ... I'H:____ (b) oao

.... l_NP_tJ'l'_L_I_8'I' __ -_--_Dr.l'_BJl_..... ®: ~<E

m Send measured data F3 [YES] Do not hit F3 button until steps (a) to (k) in section 3.2 on the PC have been completed.

~ ~ SDJD DAB. DATA <III ...

(b) (t.8IIO >Olt ? ~ --- --- [YBS) [NO) CZ>@ I I@ I • POWER

0 <ID Cfi) CID CiD (ANG) CI)e

(k) When download is complete turn total station off and disconnect.

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3.2 On PC

(a) Open c ivilcad 5.7 (icon).

(b) SYSTEM

(c) JOBS

(d) ADD JOB Type in job name. For consistency ensure the job name is the same as that for the file being downloaded from the total station. OK

(e) SAVE CURRENT JOB No

DOS PRQIIFl'

.JOI COJIFJO

nu: tn'1L ••

EDrr Cu.rJG _S

vtn .01 OlTlDa

LIS!' 'OIS DELl'n: .08

u:. CURiDI JOII I

... .. (f) Check top right of screen that current fi le name is correct.

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(g) SURVEY

(h) TOTAL STATION

(i) NEUTRAL EDITOR

U) DATA IN Type in name for jobs for both .FCS file and .NEU file. Keep name same as in total station OK

(k) READY FOR DOWNLOAD Hit "OK" when ready

(I) As soon as step (e) is completed initiate data transfer from total stat ion. (Sec step G) on

total station).

'1oO'ITDQ • • ALI...:IIT •• ClOSS lien ••

.. maIOI •• DUibitn .... .... nat Z 1101) •• - .. COIl IElGHfS •• t'O ....... ...,... .. ,.. ...... lE.mOll .........

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(m) Data can be seen on screen downloading.

(n) When downl oad is complete RAW DATA FILE SETTINGS Click OK on these sett ings.

-- """"

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(0) OPEN FILE YES

........ lI •• Ii'" C,\~._

@--

(p) Data will now be loaded into the neutral editor. To ensure data is in correct formal to import into Exce l it must be saved again and the .neu file is overwritten.

'.H'. oo.~ .. ".B1, ... 1000.00II, ... •• M.1I. CO-~ ....... I· 4N. 71J. Woo .... " .1. ... I .•• COe~ ....... I ..... ,.02 ... ... ,"1, ... . . .,...~ ....... .. tn.lSI. 1·1000 ..... ..m ... ~

.. 1". I • ., . ... "lOOO.063 . .. . .... ...-,. -. I. 471._. l·lOOO.OD$ ... •. m.~ ..... a. 4'H.a1 ........ n ... "_.'*'-" -. I. a ..... ".87' ... •• _ • ..-J. ....... I_ cn.~ ••• "'.HJ. ... . ....... ~

... w. I- m, 'JOZ ... "",n ... ...., . ...-.

.... u. ,. "".W ....... lIn ... ...IOS. co--.a. I- "".ut. "1000.001, ... -

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(q) FILE

(r) SAVE AS. Make sure fi le name is correct. O K

(s) OVERWRITE YES

(I) EXIT Shut down civilcad. The .neu file is now in a fonnat that can be read straight into Microsoft Exce l.

4 References

Topeon. Instruction manual. Electronic Tota l Stat ion. GTS-220 series. Topeon corporation Tokyo. Japan.

C ivi lcad. Civilcad 5.6 User man ual. September 2000. Topeon Austra lia ?TV LTD. NSW. Australia.

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