Leica TPS700 Series Field Manual - Opti-cal Survey ... · PDF fileLeica TPS700 Series Field Manual. 2 TPS700 ... With TCR instruments, different ... Non-Leica Geosystems prism

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  • Version 2.1English

    Leica TPS700 SeriesField Manual

  • 2

    TPS700 - Functions and Programs

    To use the equipment in the permitted manner, please refer to thedetailed safety instructions in the User Manual.

    2005 Leica Geosystems AG Heerbrugg, All rights reserved.

    Symbols IMPORTANT NOTICE

  • 3

    View of chaptersPoint Numbers and Point Search 7

    EDM Settings 11

    Automatic Target Recognition (ATR) 20

    FNC-Key 24

    Start-up programs 34

    Applications 46

    Coding 108

    Menu 117

    Saving Data 157

    Index 170

  • 4

    ContentsPoint Numbers and Point Search 7

    Incrementing point numbers 7Individual point numbers 7Point Search 8Wildcard Search 10

    EDM Settings 11

    Automatic Target Recognition (ATR) 20Functionality 21ATR-Mode 22

    Automatic Reflector Search 23

    FNC-Key 24Change EDM 25Point number 25Coding 25Height Determination of Remote Points 26Target Offset 27Tracking 29Laserpoint 29Automatic Target Recognition 30

    Change in Position 30Delete Last Record 31Check Tie 32REC (Storing) 33Distance - Unit 33

    Start-up programs 34Setting Job 36Setting Station 38

    Known Point 38Set Manually 39Height Transfer 39

    Orientation 41Method 1: Set Orientation 41Method 2: Measure Target Points 42Display of Computed Orientation 44Displaying Residuals 44Useful Information 45

  • 5

    Applications 46Introduction 46Surveying 48Free Station 50

    Measuring Facilities 52Computation Procedure 53Station Setup 54Measurements 54Results 56Residuals 58Error Messages 59

    Setting Out 61Setting Out Coordinates from Memory 61Polar Setout 63Orthogonal Setout 63Cartesian Setout 63Manual Input of Setting Out Values 64Example 64Error Messages 65

    Tie Distance 661. Polygonal Methods (A-B, B-C) 672. Radial Methods (A-B, A-C) 69Error messages 70

    Reference Line 71Definition of the Base Line 72Reference Line 73

    Reference Line in regards to the program 74Orthogonal Setout 76Error Messages 78

    Sets of Angles Measurements 79Introduction 79Selecting Sets of Angles functions 81Configuration menu 82Define target list 85Sets of measurements 86Automatic set measurements 90Calculating the Hz-directions 93Examples and formulas used 95

    Area Computation 100Setting-Out via PC 104

    Coding 108Codeblock Searches 109Code List Selection 111Error messages 113

    Quick Code 115

    Menu 117Data Manager 119View/ edit Data 120

    Delete Memory 125Memory Info 126

  • 6Data Download 127Messages and Warnings 129

    Quick Settings 131All Settings 132

    System Settings 132Beep 133Angle Settings 137Units 141Communication 142Date and Time 143

    Determining Instrument Errors 144Line-Of-Sight Error (Hz-Collimation) 146V-Index (Vertical Index Error) 146Determining The Line-Of-Sight Error (c) 147Determining V-Index 148ATR collimation 150Possible Messages when DeterminingInstrument Errors 153

    System-Info 155

    Saving Data 157Start-Up Programs 158

    Job 158Station 158Orientation 158Measuring Application 159

    Applications 159Survey Application 159Setting-Out Application 160Tie Distance Application 160Area Application 161Free Station Application 161Reference Line Application 163Sets of Angles Application 164

    Functions 167Determination of the Height of Remote Points 167Target Offset 167

    Correction Parameters 168EDM 168Atmospheric Corrections 168

    Coding 168OSW-Coding 168GSI-Coding 169

    Fixed Points (Coordinates) 169RS232 169

    Index 170

  • 7

    Point Numbers and Point Search

    Letters from A to Z andspecial characters are

    not incremented.

    Point number is defined as thecurrent point number in allmeasuring dialogues. Thenumber at the end of the currentpoint number is incremented by 1.The +1 incrementation step isfixed. If at the end of the pointnumber there is no incrementa-tion, then a number is added afterit has been automatically saved.

    Examples:Current pointnumber : 12AAfter saving : 12A1Current pointnumber : A999After saving : A1000

    Individual point numbers

    In the Measurement &Registering menus and in thepoint recording menu, it ispossible to switch between thecurrent and individual pointnumbers. (see FNC menu,"Insert").

    Incrementing point numbers

  • 8

    FIND POINT < 2/5>Job : PROJ_OSTPtID : P13Type : FIXPOINTE : 128.400 mN : 244.000 mH : 2.500 m

    Direct searchBy entering an actual pointnumber (e.g. "P13") all points withthe corresponding point numberare found.

    Example:Input: "P13"As an example, 2 fixed points and3 measurements are found. Youcan page through the match

    selection using .

    FixpointThe point found is a fixed point.

    MeasurementThe point found is a measuredpoint.

    2/5The point found is point number 2of a total of 5 points in thisrelevant job.

    Scroll within all pointsmatched.

    Re-enter the search criteria.

    If no suitable point can befound the user is notified

    by the error message "Point notfound".

    The point search is a globalfunction used by applications tosearch for internally storedmeasuring points or coordinates.It is possible for the user to limitthe point search to a particular jobor to search the whole memory.

    Fixed points are always displayedfirst matching the relevant searchcriteria. If several points meet thesearch conditions then the pointsare arranged depending on "age".

    Point Search

    Job: PROJ_EAST

    Definition

  • 9

    Point number Time of recording

    TC

    700Z

    89

    ... ....

    P13 9:52:10

    ... ....

    P13 9:34:55

    ... ....

    ... ....

    ... ....

    ... ....

    P13 14:59:01

    ... ....

    P13 15:46:12

    P13 16:18:38

    ... .....

    FIXED POINTS

    MEASUREMENTS

    Pointfoundfirst

    Point search is always startedwith the last recorded point.The last entered/measuredpoints are displayed first; fixedpoints before measured points.

    Scroll through the list ofpoints found.

    P13, fixed point, time: 9:34:55

    P13, measurement, time:14:59:01

    P13, measurement, time:15:46:12

    P13, measurement, time:16:18:38

    P13, fixed point, time: 9:52:10

    to start of list !

    At the end of the measuredpoints the search returns to

    the beginning of the fixed points.

    Found:

  • 10

    FixpointThe point found is a fixed point.

    MeasurementThe point found is a measuredpoint.

    2/5The point found is point number 2of a total of 5 points in thisrelevant job.

    Scroll within all pointsmatched.

    Re-enter the search criteria.

    Wildcard Search

    The Wildcard search is indi-catedby a "*". The asterisk is a placeholder for any following sequenceof characters.

    Wildcards are always used if thepoint number is not fully known,or if a batch of points is to besearched for.

    Starts point search.

    Examples:* all points of any length are

    found.

    A all points with exactly thepoint number "A" are found.

    A* all points of any lengthstarting with "A" are found(e.g.: A9, A15, ABCD).

    *1 all points of any length with a"1" at the second place arefound (e.g.: A1, B12,A1C)B12, A1C).

    A*1 fall points of any length withan "A" at the first place and a"1" at the third place arefound (e.g.: AB1, AA100,AS15).

    Definition

    FIND POINT

    Job : PROJ_4PtID : S*

  • 11

    EDM SettingsThe EDM settings contain adetailed menu with selectionfields for required settings.

    EDM SETTINGS

    EDM Mode : IR_FINEPrism Type : RoundPrism Const: 0 mmGuide Light: OFF

    Dist ModeWith TCR instruments, differentsettings for measurements withvisible (RL) laser (optional) forextended range and invisible (IR)EDM types are available.Depending on selectedmeasuring mode the selectedprism types are different.

    With the RL-EDM eachobject in the beam is

    measured (possibly branches,cars, etc.).

    Wrong settings by theuser (e.g. wrong

    selection of target type or EDM-type setting) can yield unusableresults.

    WARNING:Reflector-free:The visible laser beam

    may only be used within acontrolled area (refer to"UserManual", chapter "SafetyDirections") and must hit a nonreflecting material at the end of itsintended path.Long Range to prisms:This mode is only permissiblefrom a distance of 1000m (3300ft)from the telescope. No personsmay stay within the beam path upto 1000m (=controlled area; referto "UserManual", chapter "SafetyDirections").

  • 12

    Infrared mode

    IR-Fine Fine measuring mode for highprecision measurements withprisms

    IR-Fast Quick measuring mode with highermeasuring speed and reducedaccuracy

    IR-Track Continuous distance measurement

    IR-Tape Distance measurement using Retrotargets

    Red laser mode

    RL-Short Short range.For reflectorless distancemeasurements without prisms

    RL-Track Short range.Continuous distance measurementwithout prisms (< 1 km)

    RL-Prism Long range. For distancemeasurements with prisms from1 km

  • 13

    Prism typeOpen the function in the EDM settings.

    Leica Geosystems Prisms(Professional Series)

    Constants[mm]

    Leica Geosystems Prisms(Basic Series)

    Standard prism GPR121

    0.0

    Standard prism GPR111

    Mini prism GMP101*/GMP102*

    +17.5*0.0**

    Mini prism GMP111*/GMP111-0**

    3886

    48

    26

    80

    80

    3886

    48

    1980

    80

    100

    4030

    50

    70

    20

    30

    12085

    45

    45

    18

  • 14

    Leica Geosystems PrismsConstants

    [mm]

    360 PrismGRZ4

    +23.1

    Reflective targets +34.4

    3600 PrismGRZ