Trimble Zeiss 330 x Engl

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Trimble 3300DRUser Guide

www.trimble.com

Topo SoftwarePN 571 703 151

www.trimble.com


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Contents

Dear Customer1 Introduction

The System PhilosophyImportant Notes

Instrument Description2 Trimble 3300DR - the Routine Total Stations Hardware Overview................

The Routine Total Stations Trim

DR Measurement Direct Reflex Laser Pointer ...........................Program VersionsOverview about software versioOverview about software versioOperation

Overview about software TopThe Keyboard.........................Using the different EDM ModeLaser Pointer ...........................Direct Reflex Distance MeasureThe Basic Concept of the Menu

Use of this Manual.................Safety NotesRisks in Use .............................Laser Beam Safety ...................Laser Beam Safety DR - EDM inDirect Reflex Mode Laser Pointe

Laser Beam Safety DR EDM inLabelling .................................From Power to DataOverview................................


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Contents

3 First Steps Before Measurement

Set-Up and Coarse Centring....Levelling and Fine Centring.....Telescope Focusing .................Switching the Instrument on..PrinciplesPrinciples of Display................

Principles of Input ...................Input of Reflector, Trunnion AxStation Heights .......................Heightstationing: Input of th aMeasurement Stationing in EInput of Point Number and Poi

Principles of Distance MeasureDistance tracking (continuous mof the distance) .....................Measurements to inaccessible PresettingsIntroduction............................

Settings in the Set-Up Menu ...Frequently used Settings .........Rarely used Settings ................Recording the Measurement ...Recording default values (Headchanged settings....................

Measurement in the Start-USelecting the Measuring Mode(presentation of the results at tMeasurement..........................


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Contents

The Menu Guidance4 Coordinates

Principle ..................................Station Point Memory .............Trimble 3303DR / 3305DRSpecial Features of Trimble 330Unknown StationStationing in Elevation............

Measurement Unknown StatiRecording ...............................Known StationMeasurement Known StationOrientation using a known AziOrientation using known Coord

Recording ...............................Stationing in ElevationMeasurement Stationing in ERecording ...............................Polar/Detail PointsConfirmation of Stationing.....

Measurement Polar/Detail PoiEccentric Measurement..........Intersection .............................DR-Menu ................................Recording ...............................

Stake Out

Confirmation of Stationing.....Measurement Stake Out ......Stake Out using known nominStake Out using known Stake OMeasurement Results ..............

d


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Contents

5 Applications The Menu Guidance

Principle ..................................Connecting DistanceMeasurement Connecting DisPolygonal Connecting DistanceRadial Connecting Distance.....Recording ...............................

Object Height + WidthMeasurement Object HeightDefinition of a Reference HeighMeasurement beside the PlumRecording ...............................Station + Offset

Measurement Station + OffseThe Station equals Point A A=The Station equals Point B B=The Station equals Point P P=Shifting the Coordinate Axes yRecording ...............................

Vertical PlaneMeasurement Vertical PlanehSet - Determination of theHeight Coordinate..................xSet - Definition of the x-Axis..ySet - Points in front or behind

The Station equals Point P P=Recording ...............................Area CalculationMeasurement Area CalculatioRecording ...............................


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Contents

Editor6 Data Management

Calling the EDIT Menu............Display of Data Lines ...............Searching for Data Lines.........Deleting Data Lines .................Entering Data Lines .................Data Transfer

Introduction............................Preparation on the InstrumentPreparation on the PC HypertSettings...................................Data Transmission..................Data Reception.......................

Data FormatsIntroduction............................Description of M5 data formatAdditional data lines of M5 datHeader/changed settings .......Description of Rec 500 data fo

Description of R4 and R5 (M5, format of Trimble 3300DR ......Defination of type identificatioType identifier-CZ Formats M5,Rec500 (Trimble 3300DR) .....Description of value blocks......

Trimble/Elta

Format ID andaddress block ..........................Data output on a printer .........User InterfaceIntroduction............................

f


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Contents

Recording Data Lines

Recording Data Lines.............UpdateIntroduction............................Preparation on the InstrumentPreparation on the PC .............Starting Update......................


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Contents

Introduction .........................7 Adjusting and Checking

V Index / Hz Collimation .....Compensator .......................

DR EDM System Laser BeaThe DR EDM System...............Inspection of the Laser Beam DAdjusting the Laser Beam Direc

Overview Softkeys...............8 AnnexOverview Key Functions......

Geodetic Glossary ..............Technical DataTrimble 3303DR, 3305DR and

Electromagnetic Compatibility Single Battery Charger ...........Charging the Battery ...............Formulae and ConstantsComputational Formulae forAngle Measurements ..............

Computational Formulae forDistance Measurements ..........Reduction Formulae ................Verifying on Calibration DistancPrism and Addition Constants .Error Messages

Error Message What to do?.Before you call the service .......Maintenance and CareInstructions for Maintenance aTransport Case


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Contents


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1 Introduction


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Introduction Dear Customer

Dear Customer

By purchasing a Trimble 330Station from Trimble you have ing-edge product in the field o

W l


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Introduction The System Philosop

For quite some time, surveying

been limited to the measuremedistances. Complex measuremebeen in demand that do not onincreasing needs for automatizthose involving digital data prothe effectiveness of daily measu

standards have thus been set reogy and operating convenience

The Trimble 3300DR Routine Tof a complete range of surveyinfrom Trimble. Data interchangeinstruments is ensured by a com

The operating convenience offeTrimble 3300DR hardware is vegroup of total stations. The cleaand only 7 keys give the user a information for the processing

provide him with valuable aids productivity in solving his surve

The software version Topo1 mdards with the special programtion.


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Introduction Important Notes

Attention

Please read the safety notes incarefully before starting up th

The instrument was manufactumethods and using environmequality materials.

The mechanical, optical and eleof the instrument were carefulldelivery. Should any defects attmaterial or workmanship occuranty period, they will be repairservice.

This warranty does not cover doperator errors, inexpert handlapplication.

Any further liabilities, for examdamages, cannot be accepted.

User manual: Edit

Cat. No.: 571


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Europe:

Phone: +49-6142-21000Telefax: +49-6142-2100-220

E-mail:

[email protected].

Homepage:

www.trimble.com

Tip

The type label and serial numvided on the left-hand side athe instrument, respectively. Pthese data and the following your user manual. Always indence in any inquiries addresseagency or service department

Instrument: Trimble 3303DR

Trimble 3305DR

Trimble 3306DR

Serial number: Softwa
mailto:[email protected]:[email protected]


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We would like to wish you evercompleting your work with youIf you need any help, we will bassistance.

Yours

Trimble Jena GmbHCarl-Zeiss-Promenade 10D-07745 Jena

Phone: (03641) 64-3200T l f (03641) 64 3229


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2 Trimble 3300DR - The Routine Total S

This chapter gives you an overvoperation and controls of the ias the programs which are a sp

Trimble 3300DR Routine Tot

Instrument Description


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Trimble 3300DR Instrument Descripti

Hardware Overview

1 Sighting collimator

Fig. 1-1: Trimble 3303 DR,Control side

1

6

11

3

5

7

9

2

4

12

810

2 Mark for trunnion axis

3 Telescope focusing co

4 Vertical clamp

5 Eyepiece

6 Vertical tangent screw

7 Display (graphic capab128 x 32 pixels)

8 Interface

9 Keyboard

10 Horizontal tangent scr

11 Horizontal clamp

12 Tribrach screw13 Telescope objective w

shield

14 Battery cassette lock

1413

16

15

15 Vertical axis level

16 Battery

17 Circular level

18 Adjustment screws fo


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The Total Stations Trimble 3303DR, 3305DR and Trim

The electronic Routine Total Stments of mean accuracy are nofor land-measuring by geodesion building sites appreciate thehandling as well as rapidity, reness in measuring.Measurements are made easy tguidance supported by graphicsoftware with flexible point ideuniversal data record formats.

The principal features:

Distance measurement by phase comparison method

up to 100m Direct reflexup to 5000m/7500 m with 1/3

Measuring range

Hz and V electronically

all common units and angle re

Angle measurement

Automatic compensation of sigindex errors

Error compensation

Display screen with graphic cap(128 x 32 pixels),user-friendly surface, easy famisimple handling,reliable control of all measuringprocesses with clear referencesintegrated, practical applicatio

The advantages inoperating


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DR Measurement Direct Reflex Mode and L

In addition to the well known the instrument is equipped wit

Direct Reflex Mode (DR) an

The Laser pointer can be used

on any surface in- and outdooprisms at distances greater tha

DR Mode measurementwithout prism

Attention

Do not use the laser pointer 1000 m on prisms and high

surfaces.


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Trimble 3300DR Program Versions

This program is available on th

instrument.

Overview about software version Topo

(version > 5.00)

Coordinate

programs

Connecting(with heights

Station + O(with heights

Object Hei

Unknown Station(5 Backsight point - new)

Known Station

Stationing in elevation

Application

programs


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Trimble 3300DR Program Versions

This program version can be se

Overwiev about software version Construction

(version > 4.00)

Coordinate

programs

Connectin(with height

Station + O(with height

Object He

Stationing on a Known or

Unknown point


Stake Out

Application

programs


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Trimble 3300DR Operation

Overview about software Topo

InputMenu (ON+MENU)

1 Prism (prism c2 Scale

3 Temp (tempera

4 Pressure

Applications1 Connecting dis

2 Object height

3 Station + Offse

4 Vertical plane

5 Area Calculatio

Coordinates1 Unknown Stat

2 Known Station

3 Stationing in e

4 Polar/Detail Poi

5 Stake out

Setting Instrument1 Angle (resolutio

2 Distance (resol

3 V-Refer

4 Coord.System

5 Coord.Display

6 Temperature7 Pressure

8 Turn off

9 Sound

l ( i )


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Overview about software Topo

Interface

0 Recording

1 Record Setting

2 Format

3 Parity4 Baudrate

5 Protocol

6 Position C

7 Position P

8 Position I

9 T-O Recording10 PC-Demo

Data transfer

1 MEM ->Periph

2 Peripherie ->M

Update/Service

1 Update

2 Service

3 F0 EDM


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The Keyboard

For operating the Trimble 3300are needed.

Two types of keys:

Hardkeys- direct function

ON and MEAS - Key in connection

with ON (SHIFT)

Softkeyfunction depending onprogram, significance

explained in display lineat the bottom

OFF DR EDIT PNo MEN

Key Functions (Hardkeys)

ON

MEAS

Switching the instrument on ato hardkey function

Starting a single measurement

Switching the instrument offON OFF

Switch between PR and DR meON

DR

Calling up the memoryON EDIT

Calling up the input of point nON PNo

Going to the main menuON MENU


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Using the different EDM Modes DR / PR and Laser Po

Direct Reflex Mode DRWhen measuring without prismreflectors. The reflector height (default). If needed this values the Menu INPUT. The prism

zero to.

Direct Reflex Mode

Direct Reflex Mode ON

70 m to Kodak Gray Card- 18%100 m to Kodak Gray Card- 90(depending on the object surfconditions.

Measuring Range

Prism Mode - PRWhen measuring to prisms or foil. The prism constant and rebe changed in the Menu.

Prism Mode


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Using the different EDM Modes DR / PR and Laser Po

Long Range Mode (LR) (DR When measuring to prisms or long distances or bad weather prism constant and reflector hechanged in the Menu.INPUT

Long Range Mode ON

Long Range Mode

1000 5000 m (for 1 prism, 1000 7500 m (for 3 prisms,2,5 800 m (for foil reflecto

Measuring Range:

Note

Prisms should be measured iIn this mode the EDM is not disturbing influences and hasaccuracy.

Attention

Do not use Direct Reflex Modhigh reflective surfaces for di1000 m In that case the pris


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When aiming to targets or seaLaser Pointer

Laser Pointer ON

Direct Reflex Distance Measurement

The values given in the technicaccuracy, range and measuremon the following effects:

AppendixTechnical Data

Atmospheric influences (sirain, wavering heat)

EDM Modes:

Radiation of the sun at the

Disruption of the beam by

To ensure a maximum result inmeasurement a time out (of thhas been set to max. 30 sec. Theven at bad conditions greatermeasured. However a measureabout 2 seconds.

Tip

If there are unfavourable sighor measuring conditions, youthe time out of the measur

i bl 00 O i


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When measuring in direct refle

following measuring area at thsignificant for a measured dista

DR Mode

50m

20 mm

When aiming at a target at a d

150 m the signal range is apprresp. 0,09 grad in Hz- directionaiming range of approx. 300 mm in Hz to grant a secure dismeasurement. To make sure thenough signal no distance mea

be taken out of this range.

300mm

150 m

50 m

40mm

Attention

T i bl 3300DR O ti


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When measuring on surfaces wthe EDM range make sure to dsurface to be measured.

When measuring greater distaof the distance measurement dcorrection of the atmospheric itemperature pressure and hum

restrict the atmospheric correct1ppm (mm/km) temperature hdetermined up to 1C, pressurehumidity up to 20% along the

Tip

To separately measure angle indirectly determine points usEccentricity / Intersection.

Measured D



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The Basic Concept of the Menu

The total station is able to realifunctions.

Functions needed directly durinprocess are accessible through

The menu facilitates the accessfunctions.

ON MENU

Having selected the menu, yousubmenus and you are offeredfunctions, respectively:

e.g. settings

e.g. measurement programs



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Use of this Manual

The manual is divided into 8m

The subchapters have not beenand convenience are provided structural levels, for example:

Chapter

Subsection

Section

4 Coordinates2 Coordinates Unkn

Recording

The pages are divided into two

Principal text including

Description of measuring pmethods- instrument operation and-Trimble 3300DR display / g

- drawings and large graph- tips, warnings and technic

Functional text for

calling up programs:

Softkeys and their functions

Crossreferences to otherchapters

Tip

for hints, special aspects and

Attention

for risks or potential problem

Technical Information

f t h i l b k d i f

Mode

3 Stationing in elevation

4 Coordinates

Trimble 3300DR Safety Notes


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Risks in Use

Instruments and original accesmanufacturer have to be used intended purpose. Read the mbefore the first use and keep itinstrument so that it will be reatime. Be sure to comply with th

Attention

Dont make any changes or

instrument and accessories. Tonly to the manufacturer or tauthorised by the same.

Do not point the telescope sun.

Make sure to strictly observinstructions regarding the usdevices.

Do not use the instrument in rooms with danger of exp

Use the instrument only wioperative ranges and conditiothe chapter of technical data

Do not operate the battery humid or wet conditions (risk



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Risks in Use (cont.)

Attention

Take the necessary precauti

measuring site in the field, notraffic rules.

Check that the instrument hcorrectly set up and the accesproperly secured.

Limit the time of working wraining, cover the instrumentprotective hood during break

After taking the instrumentcase, fix it immediately to theretaining screw. Do never lea

on the tripod plate. After looretaining screw again, put thimmediately back into the ca

Prior to starting operation, time for the instrument to adambient temperature.

Tread the tripod legs sufficithe ground in order to keep tin stable position and to avoiover in case of wind pressure



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Risks in use (cont.)

Attention

Properly dispose of the batte

taking into account the applicaregulations.

The main cable and plugs of ain perfect condition.

When working with the prisminstallations (for example electr

lines, transmitting stations anddanger to life, independent of Inform in these cases the relevasecurity offices and follow theisufficient distance to the electr

Avoid surveying during thundlightning danger.

Attention

It is forbidden to use an instrumplummet in combination with laser tribrach for zenith sightin



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Laser Beam Safety

Laser Beam Safety DR - EDM in Direct Reflex

Laser pointer

If used for the intendedpurpose, and if correctlyoperated and properlymaintained, the lasersprovided in the instrumentsare not hazardous to theeye.

Attention

Repairs must only be performworkshop authorised by Trim

- Beam divergence: The EDM in Direct ReflexMode and in Laser pointer

mode produces visible Laserlight emerging at the centerof the telescope objective.

CLASS 2 LASER PRODUCT

This product complies with

IEC 60 825 - 1: January2001 and 21 CFR 1040.10and 1040.11 except fordeviations persuant to LaserNotice no 50, dated July 26,2001

- Modulation frequency:

- Max. output power: - Carrier wavelength: - Measuring uncertainty: *) not valid for Laser pointer

July 26, 2001



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e 00 S ety otes

Aperture Label

Attention

Direct viewing into the beambinoculars) must be avoidedcircumstances!AVOID EXPOSURE -Laser radiation is emitted fro

Protection is normally affordresponses including the blinDo not use direct reflex modhigh reflective surfaces for d1000 m.

Emergency switches:

- ESC

- ON +

- ON + OFF .

Laser Beam Safety DR - EDM in Prism Mode

- Beam divergence:

- Modulation frequency: - Max. output power: - Wavelength: - Measuring uncertainty:

The EDM in Prism Mode

produces visible Laser lightemerging at the center ofthe telescope objective.Conforms in this mode toCLASS 1 in acc with IEC 60



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y

Labelling

The laser beam safety labels areside and front of the telescopeinstrument label is located at binstrument.

July 26, 2001

July

Laser beam safety label

Trimble 3300DR From Power to Data


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Power cable571905924



Charger to bacable 571208

Power Cable 6V

708177-9480

External Battery 6V/7Ah708146-9901only for Type -35o C

Singel Battery Charger571 906 330

Trimble 3300DR From Power to Data


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3 First Steps


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The First Stepscover up the set

instrument, including the explainputs and the necessary preseAfter having set the parameterentered the point information,in the start-up menu.

Before Measurement

Principles

First Steps Before Measurement


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Set-Up and Coarse Centring

In order to guarantee the stabimeasurement we recommend tripod.

Set-up:

Extend the tripod legs (1) to a

of observation and fix them uslocking screws (2). Screw the into the tripod head plate (3). Th(4) should be in mid-position.

Coarse Centring:

Set up the tripod roughly abov

(ground mark), the tripod headbe approximately horizontal.

Centre the circular mark of the(5) above the ground mark usiscrews.To focus the circle: Turn the eyTo focus the ground mark: Drathe eyepiece of the optical plum

Levelling and Fine Centring

6

3

2

4

5

1

Coarse Levelling:Level the circular bubble (6) bylength of the tripod legs (1).



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After that, check the residual in

turning the instrument in bothof (1) and (2). Take the mean ocentre point of level and adjust

Precision Centring

Shift the tribrach on the tripodthe image of the ground mark

the circular mark of the opticalthe levelling various times if ne

Attention

It is forbidden to use an instrumoptical plummet in combinatioLaser tribrach for zenith sightin



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Telescope Focusing

Focusing the Crosslines:Sight a bright, evenly colouredthe telescope eyepiece until thesharply defined.

Focusing the target point:Turn the telescope focusing cotarget point is sharply defined.

Attention

Sighting of the sun or strongmust by all means be avoidedcause irreparable damage to

Tip

Check the telescope parallax:your head slightly whilst lookeyepiece, there must be no removement between the crostarget; otherwise, refocus theabove.



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Switching the Instrument on

ON Press key Additionally to the company lothe software version (importanupdates) and the values last se- prism constant- scale- temperature

- air pressureare displayed briefly.

Tip

The compensator is automatiwhen the instrument is switch

If levelling of the instrument the digits after the decimal podisplayed angle readings are rdashes.

Switching the instrumentoff by pressing the keys

ON + OFF

simultaneously.

First Steps Principles


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Principles of Display

Display page 2:

The information- point code,

- point number and- measured / computed

valuesis displayed on two pages.

Toggling betweenthe pages:

1 to page 1

2 to page 2

Display page 1:

Tip

The fields at the bottom of th

related to the functions of thebelow the display.

They indicate the next possiblenot mix it up with the current



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Principles of Input

Additionally to the setting of pdescribed further down in this have to enter data continually measuring process.

These entries are

the constantly changing insand reflector heights and

coordinates of stations or obacksight points.

EditorData Management

The manual input of coordinatChapter Data Management.

Data TransferData Management

If available, it is useful to transfdirectly from a PC instead of enmanually.



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Input of Reflector, Trunnion Axis and Station Height

HDThe input of the values ofreflector height (th),instrument height (ih) andstation height (Zs) (height-stationing) allows you tomeasure with absolute

heights already in the initialmenu. If these values havenot been entered, onlyrelative height differenceswill appear in the display(memory). If Zs=0 the

height difference h isdisplayed and recorded,otherwise the height Z.

SD

ih

Station ZS

Z

on display page 1 only:

th/ih in measuring

modes HDand yxhonly

PresettingsFirst Steps

ESC to quit



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Heightstationing: Input of th and ih/Zs

Input of the reflector height:

th 2.000 mactual refl. hight

th-old 0.100

last refl. hightth=0set to zeroinputto enter a value

and

to go to the desiredposition in thedisplay

+ - to browse through

the digits

o.k. to confirm

Set reflector height via input

The current position for input i

Attention

Default Settings in DR mode:th=0.000 m

Prism constant=0.000m

Input of the instrument height



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Measurement Stationing in Elevation

Stat to go to the inputmenus

CHCK Adjusting andchecking

ESC to quit the program

Input one after the other:

Z, ih, th:

PrinciplesFirst Steps


Measurement to the backsight

sight to thebacksight point

ON + PNo enter or change of

the point number

MEAS



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Input of Point Number and Point Code

indicates the possibilnumber and code.

ON + PNo

and

to go to the desireddigit of pointnumber and code

+

and- to browse through

the existingcharacter set

The entered values are used wimeasurement.

C 5-digit point code,alphanumeric notation

P 12-digit point numbecharacters #, -, . , .nu

Tip

The toggling between point code is realised continuously.

For fast browsing, keep the r

depressed.After the measurement, the pincremented by one, the codunchanged until being modif



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Principles of Distance Measurements

Indicates the measurement in pSingle measurement

MEAS start measurementin DR mode

The distance measurement canthe softkey ESC.

PresettingsFirst Steps

The slope distances and derivedcorrected with regard to the in

curvature / refraction. Additionatmospheric influences (tempepressure) is applied.

The correction is zero with T =P = 944 hPa.

Distance tracking (continuous measurement of the

MEAS start tracking

END to finish the

measurement

yxh to change themeasurement

To activate the Distance track

the key MEAS twice!

The measuring mode can also the tracking measurement. For

during the tracking measurem



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Measurements to inaccessible Points

Tip

Please use this function in theonly.

In the program Polar/Detail Ppossible to measure with the Eccentric Measurement.

The prism used for the distancecannot be stationed on the des

Hz

SD

Pi

V

,y

Z,h

StationSight towards the point P and measurement. Then aim to theon the auxiliary point H

First Steps Presettings


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Introduction

The required presettings are tothree groups:

Settings in the Start-up Menu

Specify measuring units forShort-time setting of V ang

Toggle between PR and DR

Laser pointer ON / OFF

Activating and deactivating

Orientation of Hz circle

Activating program Interse

Frequently used Settings

Input of pressure and temp

Input of scale and prism co

DR menu ON

Rarely used Set Instructions

Display mode for angle and

Vertical reference system

System of coordinates

Display of coordinates

M i it f t



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Settings in the Set-Up Menu

Setting of the units for angle ameasurement can be done in tInstrument. Setting the units falso be done in the measureme

Setting the unit ofdistance measurement

Display page 2F1 to set the distance

unit

m meters

ft feetF1 F2 F3

Attention

If the mode is changed after measurement, the reading wand displayed in the new moBut results of the measurememode are recorded after the measurement.

Display page 1V%

and

V

to toggle quick



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Activating anddeactivating thecompensator

CHCK to go to the menu

c/i and

Comp Adjustment andchecking

C-on to deactivate the

compensatorfunction

C-off to activate thecompensatorfunction

Display page 2:

Display compensator menu:

If recording is activated, an infobe stored indicating compensaOFF.

Attention

If the compensator is out of irange and the function is actdigits after the decimal point

readings are replaced by dashthe instrument is not sufficiea remote release from a PC is



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Orientation of Hz circle

Aim: Hz = 0

Hz=0

Sight to target

MEAS

Aim: Hz = xxx,xxx

HOLD

Turn the instrument to thedesired Hz circle value

MEAS

Sight to target

MEAS

Display page 2

Aim: Change Hz countdirection

Hz Measurementclockwise

Hz Measurement



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Frequently used Settings

Alteration of pressure, temperaand prism constant

ON + MENU

1 Input

and

to go to the desiredmenu point

o.k. to confirm

+ and

- to alter the prismconstant (scale,temperature and

pressure) step bystep

o.k. to confirm

Tip

After switch ON the instrumetemperature and pressure haventered.If a prism with a constant diff-35 mm is used the new prism

has to be entered.

P ibl


l d i


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Rarely used Settings

ON + MENU Select the main menu.

4 Setting Instrument

YES to activate menu

and

to select thesubmenu Angle and distance display

MOD to change setting

ESC to quit submenu

and

to quit setting / toconfirm change

Possible settings:

Anglegrad 0,005-0,001-0,0005 (Trimbgrad 0,005-0,001-0,0002 (TrimbDMS 10 - 5 - 1deg 0,0050- 0,0010- 0,00050mil

Distance

m 0,01-0,005-0,001ft 0,02-0,01-0,001


V ti l f t


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Vertical reference system


ESC to quit menu

and

to quit setting / to

confirm change V reference systems:V

Zenith angle V

0grad

100grads 300grads 0

200grads

1: Zenith angle 2: unit 400 grads

Examples

VHeight angle

1600mil

0

mil

0

mil

-1600mil


System of coordinates / display


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System of coordinates / display


ESC to quit menu

and


confirm change

Assignment of axes of syste

coordinates:

X Y

Y-X X-Y

Y X

Indication sequence: Y-X / X

Attention

When the assignment of coochanged, the question for fu

internal station coordinates adisplay, calling the users attepossible source of errors.

Measuring units for temperatu


ESC to quit menu


Acoustic signal


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Acoustic signal


ESC to quit menu

and

to quit setting /

confirm change

Possible settings:

Sound ON- OFF

Settings of units for angles.

MOD to change settings

ESC

to quit the menu and

to quit settings / toconfirm alterations

Possible settings:

Angles Grad 400.0DMS 360 0

deg 360.0mil 6400m

Settings of units for distances


ESC to quit the menu

and

i i / Possible settings:


Display illumination / Reticle illu


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Display illumination / Reticle illu



and

to quit settings / to

confirm alterations

Possible settings:

Disp. Illum.: ON- OFF

Tip

Both illuminations are switchsame time. The adjustment o

illumination is only possible willumination switched ON.

Displaycontrast /Reticle illumina

MOD

to change settingsESC to quit the menu

and

to quit settings / to

confirm alterations

Possible settings:

Contr / Illum: 8 steps


ON + MENU Select the main menu


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ON + MENU Select the main menu.

Setting modes and parametersEDM / distance measurement.5 Dset


and

to select thesubmenu

DR mode (Support programs f

MOD to activate menu

ESC to quit submenu

and


Possible modes:Standard->StartBearing->DistanTRK->Start

Tip

The modes of the menu app

pressing the button MEAS !

Long Range (measure long dist



Laser Pointer OFF


65/256

Laser Pointer OFF


ESC to quit submenu

and


confirm change Possible settings:No - Laser pointer always ON.1x - Laser pointer OFF after me

after 2 minutes without mea

Tip

This setting controls the time laser pointer OFF automatica

Time out distance measuremen


ESC to quit submenu

and


confirm change Possible settings:OFF - No Time out EDM10sec. - Time out after 10 seconds30sec. - Time out after 30 seconds


Recording the Measurement


66/256

g

ON + MENU

6 Setting Interface

YES to enter the menu

MOD to toggle betweenMEM/1, MEM/2,MEM/3V24/1, V24/2,V24/3OFF

ESC to return to the

higher-order menu

MEM/x- internal saving

(only Trimble 3303DR and TrimV24/x- external recording via R

Off no recording

1- recording of measured valu

2- recording of computed valu3- 1 and 2 together

Attention

These settings are valid in th

Coordinates and ApplicatAll results in the Start-up meinterpreted as measured valu


Presettings


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g

First Steps Attention

Depending on the selection orecording and type of measuthe type of displayed results arecorded values is given.

Recording default values (Header) and changed sett

ON + MENU Select main menu

6 Setting Interface

YES

to enter the menu

and


ESC to return to thehigher-order menu

MOD to toggle YES/NO

ESC to quit submenu

and


Possible settings:YES - Record settingsNO - Dont record settings

First Steps Measurement in the

Record current settings?ON


68/256

YES

to activate

NO to deactivate

Selecting the Measuring Mode (presentation of the display)

Attention

To start recording switch OFFthe instrument!

F1 to set the followingmeasuring modes

Display page 1:

SD: Display of the original mea

Tip

At the display of softkey 1, alselectable measuring mode a

Status display:

F1 F2 F3


HD,Hz,h: Display of the reduce


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height difference

Display of the calculatedvalueswith Z=0

with Z0

y,x,h: Display of the local recta

Measurement in the localsystem with station y=x=0with Z=0

with Z0

Tip

The measuring modes can beany time. The results will be dimmediately in the selected mbut these results are not recosame time All following mea


Measurement


70/256

After entering and defining all parameters the measurement c

MEAS

etc. Measurement tofurther points

ON + PNo Inputpoint number andcode

MEAS

Measurements in themodes

SDand

HzV are done

without entering andrecording local or globalheights

Tip

After the measurement, the f

number is incremented by onnumber of digits displayed upcharacters (no figure) to the (According to this picture, coonly up to 9, then it will begiwith "0".)

4 Coordinates


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The basic requirement for a mesystem of coordinates is a statisystem before. That means theheight of the instrument are demeasuring to known backsightIn the case of an unknown statthe orientation of the Hz circle direction are computed additiocoordinates. In the case of a knthe scale and the orientation oazimuth direction are compute

After the stationing, the actualthat means Polar/Detail points can be done within this system

The Menu Guidance

Unknown Station

Known Station

Coordinates The Menu Guidance

The guidance through the mend t d d b d


72/256

understand and based on a un

programs.

Principle

Each program flow is demonst

graphics.Unknown station

Coordinates

A and B are backsight points wcoordinates and S is the stationwhich are to be calculated.

CHCK Adjusting andChecking

A to call point A

Tip

The function of adjusting andrequired for measurements towithout/with compensator othe adjustment of the instrum

Coordinates are to be entered


B to continue bylli i


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If A has been calculated, measstation, the symbol for A is fille

calling point B


A to repeat point Aif required

Attention

If errors or confusions shouldmeasuring to the points, theto single points can be repeaimmediately.

ON + PNo to enter pointnumber and code

MEAS to trigger

measurement

Tip

Prior to each measurement wpossible to enter a point numfor the point to be measuredIn the stationing programs, tC, D, E, S) have been invariabnumbers can be entered.The point number is incremeautomatically by 1.The code that has been set isevery measurement until beinthe user.


Station Point Memory Trimble 3303DR / 3305DR


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In a non-volatile instrument mefollowing data are retained aftinstrument off and overwrittendetermination:

Station coordinates Instrument height

Reflector height Scale Orientation

The coordinates of the station or entered by means of the coo

programs.During the following operationPolar/Detail points), the user camemory at the respective partsand does not have to enter theAfter having changed the statihave to be calculated or again course of the program.

Special Features of Trimble 3306DR

The Trimble 3306DR (the instruout with a data memory) has a

for another single point (coor-containing the coordinates of ta non-volatile form.This memory location permits a



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Window of the Trimble 3306Dcoordinates

S1

S2

S3

K1

K2

K3

-Station pt. - Auxil. pt.

Trimble 3300DRprincipleof transmission ofcoordinates

Unknown station" Method:

The station coordinates S1 are been calculated by means of a program. The coordinates of pcalculated with the program P

and saved in the coor-memor

After placing the instrument ocoordinates of the points S1 (la(coor-memory) are called with program "Unknown station" andetermining the coordinates of

Now, the coordinates of the pocalculated with the program "Pand stored in the "coor-memorthe position of the instrument

Coordinates Unknown Station

U k S i

Coordinates

BPX Ci


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If it is not possible tooccupy a point with aknown position in order tosight the points to besurveyed or set out, a free

stationing can be carriedout.If all backsight points havea known height, the Zcoordinate can also bedetermined simultaneously.

A maximum of 5 points canbe measured!All measurements have tobe done in combinationwith a distancemeasurement

Unknown Station

YA

Statio

BP AXXAXB

Y

SYA

Cir

HzOm

XDBP E

YD

given: : (Y,X,Z)A....E

meas.: : (SD,Hz,V)S-(A

requ.: : (Y,X,Z)s, Om

By measuring to 2..5 known Ba(A.. E), the instrument will calccoordinates X

S

,YS

,ZS

the Hz circand the scale m.

The following description is do"with stationing in elevation". Twithout stationing in elevation

Stationing in Elevation

ESC

to go to thecoordinates menu

with: input ofinstrument height



77/256

Note

In a free stationing with heigdetermination, all backsight phave a height coordinate. It iuse individual backsight poinaccording to position and heThe height is calculated by si

Tip

If not all backsight points are

a height coordinate, the metheightis to be applied. Subsestation height can be determby measurement to one poinStationing in elevation prog

Measurement Unknown Station

A to select BP A

CHCK

Adjusting andchecking



th


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th

to enter data forBP A (target hight)

ON + PNo Point number of BPA to be changed?

MEAS to measure to BP A

- Sight reflector

B to select BP B

A Measurement to BPA to be repeated?

The operational steps for BP B.out in analogy to BP A.

After at least 2measurements,approximate coordinatesare calculated by softwareand the deviation to thecurrent measurement isdisplayed.


B Measurement to BPB to be repeated?

Explanation:vy: Residual in Y-directionvx: Residual in X-direction

vz: Residual in Z-direction

Tip


More to measureadditional point

Display of residuals:


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additional point

,

to select point

Del to delete point

o.k. to display stationcoordinates

Point to which the residuals be

After confirming the residuals:

Display of the station coordina

Explanation:m: calculated scaleOm: orientation unknowns0: standard deviation of

(mean point error)

Note

It is possible to go backwardsmeasure the corresponding p

o.k. to display furtherparameters

ON + PNr to enter the pointnumber of thestation

Rept to repeat the

completedetermination

m to edit the scale

o.k. to accept thecoordinates,complete theprogram and go tothe coordinates


Scale menu- scale


80/256

+ to edit

to accept scale, togo to the residualsmenu

o.k.

If the scale is outside the permerror message appears.

Note

After the scale has been confstation coordinates are recalcthe residuals can be evaluate

Recording

PresettingsFirst steps

If recording is activated, the fosaved in dependence on the se

Designation of the mode

Point numbers and code

backsight point A, B, C, D, EY,X,Z CoordinatesSD,Hz,V Readingsvy,vx,vz backsight point resid

Y,X,Z Coordinates of statio

m,Om Scale and circle orien

s0 Standard deviation o

Coordinates Known Station

Coordinates


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If it is possible to occupy apoint with a knownposition in order to sight

the points to be surveyed orset out, a stationing on aknown point can be carriedout.

Known Station

Station knowXSXA

X

Om

AA

CircleHz=0

YS

given: : (Y,X)S,A

meas.: : (SD,Hz)S-A, or

requ.: : Om , m o

By measuring to a known Backinstrument will calculate the ci

and the scale m.Measurement Known Station

S to call station S

CHCK

Adjusting andchecking

ESC to quit the programS l ti th di t f t


After defining S:

There are two ways to calculat


82/256

There are two ways to calculat

Hz see below

XY page 4-11

S to repeat station S

Orientation using a known Azimuth

The orientation using a known

selected if the bearing angle beand the backsight point is knowcalculated from coordinates) ameasurement to the backsightimpossible.

to set the requireddirection by turningthe instrument

MEAS to clamp the Hz setdirection

to sight the knownpoint

MEAS ll ti i


Orientation using known Coordinates


83/256

This orientation method will becoordinates of the backsight p

Selecting the coordinates of BP

PrinciplesFirst steps

EditorData management

SD/Hz/VDistance andbearingmeasurement

Hz/VBearingmeasurement

ON + PNo Point number of BP

A to be changed?MEAS to BP A


new


84/256

to accept the newscale

old to transfer theorientationaccepting an oldscale

Inp to transfer theorientationentering any scale

Rept to repeat the

calculation

Display of results and recording

Recording





Y,X Coordinates of statio

Coordinates Stationing in Elevati

Coordinates



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Stationing in elevationpermits the determinationof the height above Mean

Sea Level independently ofplanimetric stationing. In

programs involving localcoordinates, in particular,the absolute height can beincluded in themeasurement.

V

HD

S

SD

ZS Zi

ih

Z

given.: : ZP

meas.: : (SD,V)S--P, ih,

requ.: : Zs

The station height is determineto a Backsight Point with a kno

Measurement Stationing in Elevation

Stat to go to the inputmenus

CHCK


Enter one after another:

Z, ih, th:


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th 0.850 mConfirmation of theold value

th=0

Set to zero

Example th:

Sight backsightpoint

ON + PNo Point number to bechanged?

MEAS


Recording

P i If di i i d h f


87/256

PresettingsFirst steps If recording is activated, the fosaved in dependence on the se



th Reflector height at b

(only if changed)

ih Instrument height (o

Z Height of backsight

SD, Hz, V Readings for backsig

Zs New station height

Zi Hight of sight line (t

Coordinates Polar/Detail Points

Polar/Detail Points

Coordinates


88/256

Determination of thecoordinates and heights ofnew points by distance anddirection measurements.

The coordinates can be

computed in a higher-ordersystem of coordinates.

Local coordinates can bedetermined in the standardmeasurement menu.

XP

V

X

S

HzHD

SD

ih

Y

Z

ZP

given.: : (Y,X,Z),S, Om

meas.: : (SD,Hz,V)S-P

requ.: : (Y,X,Z)P

Confirmation of Stationing


Scale:

+ -

to change m


89/256

, to change mo.k. to confirm

Reference direction:

YES to confirm andcontinue in theprogram

NO to reject,restart -stationing

Instrument and station heights


NO to reject, new start- height stationing

ih/Zs to enter instrumentand reflectorheights

Attention

If neither a stationing in eleva


Measurement Polar/Detail Points

1

2


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1 , 2 to change pagesover

ECC eccentric

measurement

INTS to activatesoftwareIntersection

th to enter thereflector height ofthe new point

ON + PNo to enter pointnumber and codeof the new point


MEAS to start themeasurement

Display of results and saving


Eccentric Measurement

The graphics does not changeIf points cannot be measd di l h i


91/256

The graphics does not change

Type of target eccentricity (softTv: in front of the centreTh: behind the centreTl: left of the centreTr: right of the centreTs: spatial relative to the c

Viewing direction:Centre of the instrument

Display before eccentric measu

If points cannot be meas-ured directly, the eccentricmeasurement option canprovide the solution. Spatialeccentric targetmeasurements are very

helpful especially for indoorsurveys.

Inp to enter the length

MOD to change themode

o.k. to accept


spatial eccentricity

Note

Height calculation is based o

assumption that centre and ethe same level. This does of cto the Ts type (spatial) (calculreal height of the centre).

Ts


Intersection

To measure edges andi DR d it i


92/256

To measure edges andcorners in DR mode it isrecomended to use theprogram Intersection.

INTS select Intersections

Activate one of three programs

edges or corners.

to select / activate

mode Corner-Anglemode Intersectionmode Eccentric Object

A

B

P

Corner-Angle

A

measure points todetermine theplane by

B

This method is used to measurcorners on vertical planes.

Measurements to the points A repeated.


90


93/256

90

AB

C

P

Intersection perpendicular

A , measure pointsB to determine

the first planeC and the second

plane

P point of thecorner (inner orouter) tobe measured

MEAS measurement

This method is used to determinstersection point of two verti

planes do intersect under a per

Measurements to the points Arepeated.

Result of the measurement is tbottom point of the corner.

In the set of original measuremhorizontal angle is recorded!

90

AB

C

P

D

Intersection general

A B i

This method is used to to deteinstersection point of two vertil d i t t d


94/256


DR-Menu

To activate even moreprograms to support the


95/256

programs to support theDR mode.

DR-Menu

SHIFT + MENU

Dset

YES to select this menu

Direct / standard measurement

MEAS to call on menus ofDR-Mode

mode StandardStartmode Bearing-Distancemode TrackingStart

StandardStart

to select / measure

DR-Menu

Dset


1. Hz,V


96/256

2. D, Hz,V

Bearing-Distance

1. First measurementbearing

2. Second measurementdistance

MEAS measurement

This method is used to determ

First measurement is done to tsecond measurement is done c

Result of the measurement aremeasurements / coordinates of

Note There is no need an

the points A and B before to the menu measurement. Justtarget and start measuremen

MEAS measure bearing tothe corner

MEAS measure distanceclose to the corner


Tracking modeTRKStart

to select / measure

MEAS record results


97/256

MEAS record results

Note Just aim to the targmeasurement pressing the b

TRK-->Start!

Note The modes StandaBearing

are usable in the programs Cand Applications while the

TRK->Sis furthermore usable in the p

Polar/Detail point and Stathe measurement menu.


Recording

PresettingsFirst steps If recording is activated, the fosaved in dependence on the se


98/256

First steps p



m Scale (only if ch

ih Instrument heigchanged)

Zs Station height

th Reflector heigh(only if change

Tv,Th,Tr,Tl,Ts Eccentricity

SD, Hz, V Polar coordinat

Y, X, Z Rectangular coordinat

Coordinates Stake Out

Search points or stake out

Stake Out

Coordinates


99/256

e po t o t e o tpoints in a given system ofcoordinates. A stationing isthe prerequisite for stakeout points on the basis of

coordinates.

X

Station

P(

dr

dx

dy-Hz

N2

After having entered thecoordinates of the point tobe stake out and measuredthe approximate point, theTrimble 3300DR displaysthe result in the form of the

longitudinal deviation dl,the transverse deviation dc,the angle Hz between theapproximate point and thenominal point, the radialdeviation dr and the

deviations of thecoordinates dx, dy and dz.

XS

YS

given.: : (Y,X)S,P

comp.: :(HD,Hz)S--P

meas.: : (HD,Hz,V)S-N

comp.: : (dl,dc,dr)P-N


Scale:

+ , - to change m

o k t fi


100/256

o.k. to confirm

Reference direction:


NO to reject, new start- stationing

Instrument and station heights


NO to reject, new start- height stationing

ih/Zs to enter instrumentand reflectorheights


Measurement Stake Out

The following options for the sare available:


101/256

or

CHCK Adjusting and

checking

Z-n,

Z-j

Changewith / withoutheight

Stake out with or without heig

YXZ,

YX

see below

HDh,

HD

page 4-32

Stake out using given coordina

or

using known stake out parame

Stake Out using known nominal Coordinates

Principles


After defining the coordinates:

to turn the

instrument up toHz=0


102/256

Hz=0

th to enter thereflector height

ON + PNo Point number andcode to becorrected?

MEAS to measure theapproximate point

to continue see measurement page 4-33

Stake Out using known Stake Out Parameters

Entering HD:

HD 4.152 mConfirmation of the

old value

HD=0Set to zero


to set the desired

Defining the Hz value:


ON + PNo Point number and

code to becorrected?


103/256

th to enter reflectorheight

Measurement results see below

Measurement Results

to change over thedifferent displays ofresults

Test see below

o.k. to confirm thestake out andto record;

to set out otherpoints

Display of results / recording

MEAS to repeat until theapproximate pointis close enough tothe stake out point!


S-O Setting out, callingup next point


104/256


Recording


If recording is activated, the forecorded in dependence on the



HD,Hz, Z or Nominal valu

Y,X,Z

SD,Hz,V Readings for

dl, dc, dr Stake out diff

dy, dx Stake out diffnominal coor

dz Stake out diffthe height is

or

th Reflector heig(only if chang

5 Applications


105/256

The chapterApplicationsdescrconfigurations and computatiomeasuring methods that are frin practice.

The Menu Guidance

Connecting Distance

Object Height + Width

Applications The Menu Guidance

The guidance through the menunderstand and based on a un

programs.


106/256

Principle

In the Connecting Distance andprograms, the height reference

by a stationing in elevation (wimeasurement to the first pointThe Object Height and Verticalhave own modes for a height r

Applications

with

CoordinatesStationing inElevation

see page 4-15withoutto start the program


Conn. Distances

After calling the respective pro


Tip

The function of adjusting andrequired for measurements towithout/with compensator o


107/256

without/with compensator othe adjustment of the instrum

The display of Ain negative typpossibility to measure to point

ON + PNo to enter the

point number andcode

MEAS to trigger measurement

Tip

Prior to each measurement tMEAS it is possible to enter aand a code for the point to bThe point number is incremeautomatically by 1 without afinger.

In the programs, the codes fopoints are invariably set (A, Bcannot be changed.


B to continue in theprogram by callingpoint B


108/256

point B


A

to repeat point A ifrequired

If A has been calculated, measstation, the symbol for A (squa

the point B or P can be treatedway.

Tip

If errors or confusions shouldmeasuring to the points, the to single points can be repeaimmediately.

Applications Connecting Distance

If it is not possible tomeasure a distance

Connecting Distance

Applications

SDA-P

HDA-P

th


109/256

measure a distancebetween two pointsdirectly, the measurementto these points has to bestarted at a station point S.Then, the programcalculates the distancesSD,HD and the heightdifference h between thepoints.

Examples for application:Measurement of cross sections,checking the distances betweenpoints, boundaries and buildings

Pi

A

SDA

SDP S

ih

th

S

meas.: : (SD,Hz,V)A,Pi, th

requ.: : (SD,HD,h)A-P, (SD,H

Measurement Connecting Distance


A to start by callingpoint A

th t t th


A Measurement topoint A to be

repeated?P to call point P


110/256

to call point P

th to enter the

reflector height of P

ON + PNo

MEAS to measure topoint P

Tip

After completing the determfirst connecting distance, thedifferent methods for continumeasurement:polygonal measurement

radial measurement The method can be changedafter returning to the higher-and selecting again.

P-P page 5-7

A-P page 5-8


Polygonal Connecting Distance P - P

Pi


111/256

A

S

The results are always related t

points measured.

th to enter thereflector height ofthe next point P

ON + PNo


Further points P:

th , ON + PNo , MEAS


Radial Connecting Distance A - P

Pi


112/256

A

S

The results are always related t

th to enter the

reflector height ofthe next point P

ON + PNo



Further points P:

th , ON + PNo , MEAS


Recording


If recording is activated, the fo

saved in dependence on the se



113/256



SD, Hz, V Polar coordinates A

th, ih Reflector height, in(only if changed)

SD, HD, h Connecting distanSD, HD, Z Connecting distan

SD, HD, h Connecting distan

SD, HD, Z Connecting distan


114/256

Applications Object Height + Wid

Measurement to point P

P to call point P

ON + PNo ,

t i ht i t P


115/256

Display of results and saving to sight point P

MEAS to measure topoint P /

further points P

Definition of a Reference Height ZSet

With ZSet , a horizon with a

be defined.

Z 0.000 mConfirming the oldreference height (inthis case 0)


ON + PNo

MEAS to measure to thereference height


Measurement beside the Plumb Line

Z


116/256

x

to the left of the plumb lineFurther points:

ON + PNo , MEAS

to the right of the plumb lineFurther points:

ON + PNo , MEAS


Recording






117/256



Hz, V Measuring point P

HD,O,Z Measuring point P

Z Set value Z

Applications Station + Offset

-

SDp

SDAthDetermination of therectangular coordinates ofany point in relation to a

Station + Offset

Applications


118/256

Ax

+ yih

any point in relation to areference line defined by thepoints A and B.

Examples for application:Checking of point distances from areference line,checking of boundaries,intersection of sight rails,determination of the distances ofbuildings from boundaries,footpaths or streets,

alignment of long straight lines inthe event of visual obstacles on theline,surveying of supply lines andchannel routes referred to roadsand buildings,free stationing in a local system

S

meas.: : (SD,Hz,V)A,B,

requ.: : (x,y,)P, refe

hA-B, hA-P

Measurement Station + Offset


A

to start by callingpoint A


Display of absolute altitude Z (oi l ti i d t)

th to enter thereflector height of

ADSP to change over the

different displays of


119/256

in elevation carried out)different displays ofresults

ON + PNo

MEAS to measure to pointA

A=S page 5-18Display of height difference h

B to call point B

A Measurement topoint A to be

repeated?

th to enter thereflector height of

B

ON + PNo


120/256


Display of results and saving x,

to change over thedifferent displays ofresults

DSP


121/256

p y g ,

Display of results and saving x,

to change over the

different displays ofresults

Attention

If the mode is changed after measurement, the values wiland displayed in the new mo

this form only after the next

Tip

Change the mode before the

DSP


The Station equals Point A A = S



122/256

YES to confirm

NO to reject

Saving

B to continue in themain program


The Station equals Point B B =S


YES to confirm


123/256

The results refer to points A an


The Station equals Point P P = S (checking)

NO to reject

P to continue in themain program


YES to confirm

NO to reject


Shifting the Coordinate Axes y, x

B

By

If a line does not begin with

the coordinate x=0,00, thecorresponding value can beentered after having


124/256

A =0,00 x=0,00

A y=3,00 x=4,

P

ypawit

yP

xP

measured the line. If it is aparallel line, the paralleldistance y can be entered in

the same way.Consequently, thecomputation is alwaysrelated to the new andparallel line.

The result of a measurement todisplayed as follows:CONS to call the menu for

defining axes

Input of shift values for y and x


Example: x=5,000 m

f


MEAS to measure


125/256

Display of result after changingcoordinates

Tip

The input of constants for y aset out parallel and rectanguelegant fashion making addit

computations superfluous. Tespecially to the intersectionand setting out of axes.


Recording





P i t b d d


126/256



th,ih Reflector height, in(only if changed)

SD, HD, h Basis A-B

SD, Hz, V Polar coordinates P

y,x,h Coordinates P or

y,x,Z Coordinates P ory,x, Coordinates P and

A=S, B=S

and P=S Information lines

Y,X,h P=Sy,x constants for y and

Applications Vertical Plane

A vertical plane is definedby angle and distancemeasurements to two

i t Th di t f

Vertical Plane

Applications x Set

y

h


127/256

points. The coordinates offurther points in this planeare determined by an angle

measurement only.

Examples for application:Surveying of building faades,heights of passageways, bridges ormotorway signs,determination of coordinates in avertical plane for the determination

of heights and volumecomputations,setting out of sectional planes(planimetry and height) for faadeconstruction

A

S

meas.: : (SD,Hz,V)A,B(Hz,V)

P

requ.: : (y,x,h)P

Measurement Vertical Plane


A to start by callingpoint A


B to call point B

th to enter the

reflector height ofB

ON + PNo


128/256

+

MEAS to measure topoint B


P to call point P

ON + PNo

MEAS to measure Hz andV to point P


To measure to furtherpoints

hSet see below

xSet page 5-25

y page 5-26

P=S page 5-27

hSet - Determination of the Height Coordinate


Input h=1,00m

ON + PNo

MEAS to measure Hz andV to point P


129/256

The results refer to the new he


To measure further points

xSet - Definition of the x - Axis

x 0.000 mConfirm the oldreference height (inthis case 0)

Principles

First steps

Input x=1,00m


The results refer to the new x - (in this case, the desired and secoordinates has been measure

To measure further points


130/256


y - Points in front or behind the Plane

Definition of preceding sign

o.k. to confirm

y 0.000 mConfirm the oldvalue(in this case 0)

y = 0

Set to zero

PrinciplesFi t t


The Station equals Point P P=S


YES to confirm


131/256

NO to reject

Coordinates of S with reference


ESC further points

Recording







th,ih Reflector height, in(only if changed)

Applications Area Calculation

Area calculation bymeasurement to the cornerpoints orinput of thecorner point coordinates of

B

A

Area calculation

Applications


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meas.: : (SD,Hz,V)A,B,

or given.: : (y,x)A,Pi (Y,X)

comp.: : Fl (A-B-C-Pi)

Range:

0,01m+0,01m


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all corner points can be seen more stations.

1st

corner point groupDetermination of corner pointhe area by means of- stationing in a local or glob- polar measurement of the

Coordinates of these points

in the instrument memory2ndcorner point groupMove the instrument to anotwhere the remaining points obe seen.- stationing in a local or glob

for the 1st

group) and measuremaining points

- all points are now stored in

Starting the area calculation- Call the corner points of the

memory considering the or

This method works only in cainstruments with internal meTimble 3306DR allows to me

F2

F1

F

Applications Area Calculation

MEAS to measure to pointA or

Input or selectmemorycoordinates ofpoint A

YX


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Input coordinates

The operational steps for pointcarried out in analogy to point

After measuring to A,B and C, calculated for the first time:


C

to repeatmeasurement topoint C

Applications Area Calculatio

Rept to repeat the lastpoint Pi

P to continue in theprogram by callingpoint Pi+1

o k

Display of result after measurinpoint Pi:


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o.k. to quit the areacalculation and

store the result Tip

Any number of corner points

Recording





y,x or

Y,X Coordinates of point

SD,Hz,V Reading of points A,

Fl Area

Applications Area Calculatio


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6 Data Management


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Decisive features of an efficientthe saving of the measured anas well as the transfer of measuand the transfer of coordinatessurveying instrument. This chapprocesses necessary to meet th

The section Editoronly appliesTrimble 3303DR and Trimble 3

Editor

Data Transfer

Data Formats

User Interface

Data Management Editor

Calling the EDIT Menu

ON EDIT

C t ti t d


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Compensator activated

Indication of battery level

Display of the free data lines anlast data line written

Display of Data Lines

Disp to go to memorydisplay

? to call search

function

to change page

to displaypreceding data line

to display followingdata line

ON PN


Searching for Data Lines

? to call search

function

?P to search for pointnumber

Input of the point number cod


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?C to search for point

code?A to search for

address

Input of the point number, codsearched for

? to continue search

using the samecriterion

to change page

to display

preceding data line

to display followingdata line

ESC to quit searchroutine

Tip

If no data line is found to whcriterion applies, search is folerror message.


Deleting Data Lines

Del to call the function

"Delete"


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Technical Information

This function deletes all data data lines from a selected line(address) to the last data line

Attention

The deletion is definite and iravoid any unintentional loss ocare has to be taken over this

all to select all lines

?P or from the linewith point numberxx


Example: search for point num

? to continue search

using the samecriterion


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to switch over tothe page ofreadings

o.k. to confirm the line

For another check, the selecteddisplayed again and have to be

YES to confirm the

selection

NO to reject the


Entering Data Lines

Inpt to call the function

"Input"


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YX to enter theplanimetriccoordinates

YXZ to enter planimetric

coordinates andheights

Z to enter heights

Example of a height input:

Z 149,362 mConfirmation of theold value (in thiscase 149,362 m)

Z = 0Set the height tozero


and

to go to the desired

position

+ and

- to browse through

di i


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digits

o.k. to confirm

to switch over tothe page forreadings

ON PNo to enter pointnumber and code

o.k. to confirm and save

Input of furthercoordinates andheights with pointnumber and code

Data Management Data Transfer

Introduction


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Cable

Data transfer can be performedbetween and

Trimble 3300DR PC


Preparation on the Instrument

Main menu.

Menu Interface Trimble 3300D

ON + MENU

YES to go to the menu


6 Interface


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Interface parameters for transmreceiving project files:

Data format: R4, R5, Rec5

Baud rate: 9600

Parity: evenProtocol: Xon/XoffStop bits: 1 (not variabData bits: 7 (not variab

Trimble 3300DR PCConnect both devices bythe serial interface cableand start the necessary

programs for data transfer.Cable for data transfer

Trimble 3300DR PCwith protocol Xon/Xoff:

Order number

708177-9470.000

Tip

For data transfer to and fromcan use for example the MS-W


Preparation on the PC - Hyperterminal Settings

Set the PC for data transfer as

Step 1

Example for WindowsTM98Hyperterminal program:


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Settings: Connect using Com

Step2


Step 3


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Step 4:

For sending or receiving a projTransferas shown below:


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Data Transmission

ON + MENU


6 Interface

Main menu:

Scrall until submenu Interface

Data transfer menu betweenTrimble 3300DR andPC.

1 MEM -----> Periphery


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YES to confirm

Selection of the required data


TipNow, set the PC to Receive tinstrument or program at themust be set to the receive mocan transmit the project file.

YES to start


Data Reception

Main menu:

Scrall until submenu Interface

Data transfer menu between PTrimble 3300DR.

ON + MENU


2 Periphery -----> MEM

6 Interface


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Enter the name of the source f

Start the transfer from the PC

YES to confirm

The data lines aretransferred to theTrimble 3300DR.

Attention

The instrument only accepts

ESC

to end datareception

Data Management Data Formats

Introduction

Trimble surveying instruments

measurement functions with dprocessing requirements.

The Trimble 3300DR series allointernal measurement and resuoutput in various formats.


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Four data formats which have are subject to on-site revision scompatibility with customer inCurrently, M5 is the format to comprehensiveness in definitio

used preferentially for any othe

M5, R4, R5, Rec500 recordformat

This chapter describes the strucformat and the type identifier ocalculated values.

Data transferData management

User interfaceData management

Technical

All instruments have a serial iensures the data exchange.

Attention


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Col. 120-121: Carriage RetuColumn 119: Blank field, inCol. 114-117: Unit for block

Column 99-112: Block5 value

Column 96-97: Type identifie


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yp

Column 91-94: Unit for block


Column 73-74: Type identifieColumn 68-71: Unit for block


Column 50-51: Type identifie

Column 22-48: Information b(point identiftext informat


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Additional data lines of M5 data formatHeader/cha

The additional M5 data lines a

optimize the datatransfer (Impand to the Trimble office softwand TM.

Tip:Beginning with softwa5 61 th dditi l d t li


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>5.61 the additional data lin

implemented in the M5 data

Header

The Header is recorded after sw

instrument and begins with STwith END.

The new identifier in theM5 Format - Header

Abbr. Description Digit

01 Type instrument 2

02 # instrument 6

03 Version software 3

04* Language 2

05 Coord. System 1

06 Oder Coord Syst 1


Code LanguageCoding of languages

23 German

30 English31 Czech

32 Italian

33 Croatian


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34 French35 Dutch

36 Spanish

37 Danish

38 Polish39 Hungarian

40 Japanese

41 Turkish

42 Russian

43 Finnish

44 Estonian

45 Portuguese


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Record changed settings

The following changed settingare recorded while the instrum

Record T1 T2 T3

INPUT th ih -

ADJUST V1(1) V1(2) i


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ADJUST Hz(1) Hz(2) c

ADJUST - - SZ

INPUT T_ P PC

INPUT m - -

COM-ON- - -

COM-OFF- - -

Hz=0 - Hz(=0) -

HOLD - Hz -

DR* PC A


The point identification PI iFor your informationonly!Trimble 3300DR -Page 6-17

The PI is comprised of 27 charcolumn 22 and terminates in cM5 data line. The data structudefined by markings. A maximmarkings, marked in the precewith PI1 to PI0 (columns 18, 1designated to the PI (dependininstrument)


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instrument).

The type identifier in the MFor yourinformation only!

Trimble 3300DR -page 6-32

In the course of the time, requ

data format have increased. TFormat carries most of the typeavailable formats, always basedformat (Rec500).

Type identifiers are defined by

(except for Adr). If only one chnecessary, the second characte

In the M5 Format there are 5 Td

Trimble Zeiss 330 x Engl

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