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17

Introduction

TPS400-5.0.1en

Power Supply

Use the Leica Geosystems batteries, chargers and
accessories or accessories recommended by Leica
Geosystems to ensure the correct functionality of
the instrument.
Power for the instrument can be supplied either
internally or externally. An external battery is
connected to the instrument using a LEMO cable.
•

Internal battery

:

One GEB111 or 121 battery fit in the battery
compartment.

•

External battery

:

One GEB171 battery connected via cable.

1

GEB121

2

GEB111

3

Single cells in the battery adapter GAD39

Your Leica Geosystems instrument is powered by
rechargeable plug-in batteries. For this product, we
recommend the basic battery (GEB111) or the Pro
battery (GEB121). Optionally six single cells can be
used with the GAD39 battery adapter.
Six single cell batteries (1.5 V each) supply 9 Volts.
The voltmeter on the instrument is designed for a
voltage of 6 Volts (GEB111/ GEB121).

)

The battery charge is not displayed correctly

when using single cells. Use the single cells with the
battery adapter as emergency power supply. The
advantage of the single cells is in a lower rate of
discharge even over long periods.

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Summary of Contents for TPS400 Series

Page 1: ...Leica TPS400 Series User Manual Version 5 0 English ...

Page 2: ...our agency or Leica Geosys tems authorized service workshop Type ____________ Serial no ____________ Symbols used in this manual The symbols used in this User Manual have the following meanings DANGER Indicates an imminently hazardous situation which if not avoided will result in death or serious injury WARNING Indicates a potentially hazardous situation or an unintended use which if not avoided c...

Page 3: ...3 TPS400 5 0 1en Trademarks Windows is a registered trademark of Microsoft Corporation All other trademarks are the property of their respec tive owners ...

Page 4: ...arly described Telescope When measuring distances to a reflector with EDM mode IR this telescope type uses a wide visible red laser beam which emerges coaxially from the telescope s objective Instruments that are equipped with a reflectorless EDM additionally offer the EDM modes RL and RL Prism When using these EDM modes a narrow visible red laser beam is used to measure distances ...

Page 5: ... Setting up 26 FNC Key 43 Programs 50 Settings 93 EDM Settings 98 File Management 103 Start up sequence 106 Calibrations 107 COMM Parameters 111 Data Transfer 112 System Info 113 Instrument Protection with PIN 114 Care and Storage 115 Safety Directions 122 Technical Data 143 International Limited Warranty Software License Agreement 153 Index 155 ...

Page 6: ...Symbols 24 Status symbol EDM type 24 Status symbol Battery capacity 24 Status symbol Compensator 24 Status symbol Offset 24 Menu tree 25 Measuring Preparation Setting up 26 Unpacking 26 Inserting Replacing Battery 27 External power supply for total station 29 Setting up the tripod 30 Instrument Setup 31 Levelling up with the electronic level step by step 33 Laser intensity 34 Hints for positioning...

Page 7: ...ns 56 Introduction 56 Surveying 57 Stake out 58 Free Station 60 Reference Line 67 Tie Distance 73 Area Volume 76 Remote Height 79 Construction 80 COGO optional 82 Reference Plane optional 88 Coding 91 Settings 93 EDM Settings 98 File Management 103 Start up sequence 106 Calibrations 107 Line of sight error Hz collimation 108 V Index Vertical index error 108 COMM Parameters 111 Data Transfer 112 Sy...

Page 8: ...s 124 Hazards of Use 125 Laser classification 129 General 129 Distancer Measurements with Reflectors IR mode 129 Distancer Measurements without Reflectors RL mode 132 Electronic Guide Light EGL 136 Laser plummet 137 Electromagnetic Compatibility EMC 139 FCC Statement Applicable in U S 141 Technical Data 143 Atmospheric correction 149 Reduction formulae 151 International Limited Warranty Software L...

Page 9: ...igh quality electronic total station Its innovative technology makes the daily surveying jobs easier The instrument is ideally suited for simple construc tion surveys and setting out tasks The easy operation of the instrument functions can be learned without problems in no time ...

Page 10: ...keys with large and clear LCD Small light weight and easy to use Measurements without reflector with the inte grated visible laser beam TCR instruments Additional trigger key on side cover Continuous drives for horizontal and vertical angles tangent screws With laser plummet as standard ...

Page 11: ...y cover 7 Eyepiece focussing graticule 8 Focussing telescope image 9 Detachable carrying handle with mounting screws 10 Serial interface RS232 11 Foot screw 12 Objective with integrated Electronic Distance Measurement EDM Beam exit 13 Display 14 Keyboard 15 Circular level 16 On Off key 17 Trigger key 18 Horizontal drive Instrument with EGL Instrument without EGL ...

Page 12: ...re of the objective SA Standing axis Vertical rotation axis of the telescope KA Tilting axis Horizontal rotation axis of the telescope Trunion axis V Vertical angle zenith angle VK Vertical circle With coded circular division for reading the V angle Hz Horizontal direction HK Horizontal circle With coded circular division for reading the Hz angle ...

Page 13: ...ima tion The line of sight error is the devia tion from the perpendicular between tilting axis and line of sight This could be eliminated by measuring in both faces V Index Vertical index error With horizontal line of sight the V circle reading should be exactly 90 100gon The deviation from this values is termed V index i Plumb line Compensator Direction of gravity The compen sator defines the plu...

Page 14: ... spot TCR Indicated meteorological corrected hori zontal distance Height difference between station and target point hr Reflector height above ground hi Instrument height above ground E0 Station coordinate Easting N0 Station coordinate Northing H0 Station height E Easting of target point N Northing of target point H Height of target point ...

Page 15: ...ersions of LGO Tools on your computer must be uninstalled first before installing the new version For the installation call program setup exe in the directory LGO Tools on the CD ROM and follow the input instructions of the installation program Program content After successful installation the following programs appear Tools Data Exchange Manager For data exchange of coordinates measure ments code...

Page 16: ...Before the Software Upload always insert a charged battery into the instrument Format Manager For creating of own special formatted data output files Configuration Manager Import Export as well as creating of instrument configuration For more information about LGO Tools refer to the comprehensive Online Help ...

Page 17: ... via cable 1 GEB121 2 GEB111 3 Single cells in the battery adapter GAD39 Your Leica Geosystems instrument is powered by rechargeable plug in batteries For this product we recommend the basic battery GEB111 or the Pro battery GEB121 Optionally six single cells can be used with the GAD39 battery adapter Six single cell batteries 1 5 V each supply 9 Volts The voltmeter on the instrument is designed f...

Page 18: ...versions are different to the basic version Keypad 1 Focus Actively measured field 2 Symbols 3 Fixed keys Keys with firmly assigned functions 4 Navigation keys Control of input bar in edit and input mode or control of focus bar 5 Function keys Are assigned the variable functions displayed at the bottom of the screen 6 Softkey bar Displays functions that can be called up with the function keys ...

Page 19: ...he previous value Return to next higher level Confirm an input continue to the next field Trigger key The measurement trigger has three settings ALL DIST OFF The key can be activated in the configuration menu Selection of Language After switching on the instrument the user is able to choose his preferred language The dialog to choose the language is only shown if two languages are loaded onto the ...

Page 20: ...ssible without a reflector When a distance measurement is trig gered the EDM measures to the object which is in the beam path at that moment If e g people cars animals swaying branches etc cross the laser beam while a measurement is being taken a fraction of the laser beam is reflected and may lead to incorrect distance values Avoid interrupting the measuring beam while taking reflectorless measur...

Page 21: ...ion e g a passing vehicle heavy rain fog or snow the EDM may measure to the obstruction When measuring longer distances any divergence of the red laser beam from the line of sight might lead to less accurate measurements This is because the laser beam might not be reflected from the point at which the crosshairs are pointing Therefore it is recommended to verify that the R laser is well collimated...

Page 22: ... EDM mode Red laser to reflector tape The visible red laser beam can be used to measure to reflective foils also To guarantee the accuracy the red laser beam must be perpendicular to the reflector tape and it must be well adjusted refer to the chapter Checking and adjusting Make sure the additive constant belongs to the selected target reflector ...

Page 23: ...ents without saving measured values REC Saves displayed values ENTER Deletes current value in the display and is ready for the input of a new value ENH Opens the coordinate input mode LIST Displays the list of available points FIND Starts the search for the point entered EDM Displays EDM settings IR RL Toggles between reflector and reflector less measurement modes PREV Back to last active dialog N...

Page 24: ...veral pages are avail able which can be selected with PAGE Indicates telescope position I or II Indicates that Hz is set to left side angle measurement anti clockwise Status symbol EDM type Reflector EDM mode for measuring to prisms and reflective targets Reflectorless EDM for measuring to all targets Status symbol Battery capacity The battery symbol indicates the level of the remaining battery ca...

Page 25: ... Beep Hz Incrementation Reticle Illumin DSP Heater Data Output GSI 8 16 Mask 1 2 3 Hz Collimation Auto Off Language Min Reading Angle Unit Distance Unit Distance Decimals Temperature Pressure EDM Settings EDM Mode Prism Type Prism Constant Laser Pointer Guide Light Menu File Management Job Fixpoints Measurements Codes Initialize Memory Memory Statistic Menu Calibrations Hz Collimation V Index View...

Page 26: ...ribrach optional 5 Battery charger and accessories optional 6 Adjustment tools 7 Battery GEB111 optional 8 GAD105 Mini prism adapter optional 9 Battery GEB121 optional 10 Tip for mini prism optional 11 Spacing bracket GHT196 for height meter optional 12 Height meter GHM007 optional 13 Protective cover Lens hood 14 Mini prism rods 15 Mini prism holder optional 16 User Manual 17 Counterweight for Ze...

Page 27: ...attery into battery holder 4 Insert battery holder into the instrument Insert battery correctly note pole markings on the inside of the battery holder Check and insert battery holder true to side into the housing To charge the battery refer to chapter Charging the batteries For the type of battery refer to chapter Tech nical data ...

Page 28: ...e cycles The permissible temperature range for charging is between 0 C to 35 C 32 F to 95 F For optimal charging we recommend charging the batteries at a low ambient temperature of 10 C to 20 C 50 F to 68 F if possible It is normal for the battery to become warm during charging Using the chargers recom mended by Leica Geosystems it is not possible to charge the battery if the temperature is too hi...

Page 29: ...he instrument side The cables supplied along with your instrument include a ferrite core as standard If you are using older cables without ferrite core it s necessary to attach ferrite cores to the cable If you need additional ferrite cores please contact your local Leica Geosystems agency The spare part number of the ferrite core is 703 707 For assembling open up one ferrite core and clip it arou...

Page 30: ... press the tripod legs into the ground When pressing the legs into the ground note that the force must be applied along the legs When setting up the tripod pay attention to a horizontal position of the tripod plate Slight corrections of inclination can be made with the foot screws of the tribrach Larger corrections must be done with the tripod legs When using a tribrach with an optical plummet the...

Page 31: ...plummet It is always possible to set up the instrument without the need for a marked ground point Important features It is always recommended to shield the instrument from direct sunlight and avoid uneven temperatures around the instru ment The laser plummet described in this topic is built into the vertical axis of the instrument It projects a red spot onto the ground making it appreciably easier...

Page 32: ...ressing FNC Level Plummet 4 Move the tripod legs 1 and use the tribrach footscrews 6 to centre the plummet 4 over the ground point 5 Adjust the tripod legs to level the circular level 7 6 By using the electronic level turn the tribrach footscrews 6 to precisely level the instrument Refer to Levelling up with the electronic level step by step for more information 7 Centre the instrument precisely o...

Page 33: ...ws only appear if the instrument tilt is inside a certain levelling range 3 Turn the instrument until it is parallel to two foot screws 4 Centre the elec tronic level of this axis by turning the two footscrews Arrows show the direction for rotating the footscrews When the electronic level is centred the arrows are replaced by checkmarks 5 Centre the elec tronic level for the second axis by turning...

Page 34: ...stment of the intensity of the laser The laser can be adjusted in 25 steps as required Hints for positioning Positioning over pipes or depressions Under some circumstances the laser spot is not visible e g over pipes In this case the laser spot can be made visible by using a transparent plate so that the laser spot can be easily aligned to the centre of the pipe ...

Page 35: ...umbers 3 Select the desired character Char acter shifts to the left 4 Confirm entry ESC Deletes input and restores previous value Input mode method 2 In entry mode enter text or numeric values INPUT 1 The full range of available charac ters are displayed on the screen 2 Selection of range of characters range of numbers Proceed with steps 3 and 4 from method 1 The method you like to use can be set ...

Page 36: ...flush left 2 Select range of characters range of numbers Additional characters numbers 3 Overwrite existing characters 4 Confirm input ESC Deletes change and restores previous value Erasing characters 1 Place cursor on character to be deleted 2 Pressing the navigation key deletes the relevant character 3 Confirm input ESC Deletes the change and restores the previous value Info4 PREP Info4 PROP ...

Page 37: ... Inserting characters If a character was skipped e g 15 instead of 125 you can insert it later 1 Place cursor on 1 2 Inserts an empty character on the right of 1 3 Select range of characters range of numbers 4 Select relevant character 5 Confirm input ...

Page 38: ...eys Position the marker in the relevant field INPUT 1 Calls up the input dialogue 2 Select range of characters range of numbers Additional characters numbers 3 Confirm input Selection is limited to valid digits for entries that due to their display characteristics fall into a certain range e g angles in degrees Numerical input Alphanumerical input ...

Page 39: ...cal function Additional characters Place holder during Wildcard point search see chapter Wildcard search appears only in the front position of an input In the edit mode the position of the decimal place cannot be changed The decimal place is skipped Numerical Alphanumerical 0 9 ASCII 43 ASCII 45 ASCII 46 ASCII 48 57 A Z _ ASCII 32 space ASCII 33 ASCII 35 ASCII 36 ASCII 37 ASCII 38 ASCII 40 ASCII 4...

Page 40: ...inds fixed points before measured points that fulfill the same search criteria If several points meet the search criteria then the points are listed according to their age The instrument finds the most current youngest fixed point first Direct search By entering an actual point number e g P13 all points with the corresponding point number are found VIEW Displays the coordinates and the job of the ...

Page 41: ...n or if a batch of points is to be searched for Starts point search Examples All points of any length are found A All points with exactly the point number A are found A All points of any length starting with A are found e g A9 A15 ABCD 1 All points of any length with a 1 as the second character are found e g A1 B12 A1C A 1 All points of any length with an A as the first character and a 1 as the th...

Page 42: ...tely ready for measuring In the measurement display it is possible to call up fixed keys and function keys as well as trigger keys and their functions All shown displays are examples It is possible that local software versions are different to the basic version Example of a possible measuring display Calling up the assigned function ...

Page 43: ...et IR RL Toggle Change between the two EDM types IR on Reflec tors and RL Reflectorless New setting is displayed for about one second IR Distance measurements with prisms RL Distance measurements without prisms Find more information in chapter EDM Settings Laser Pointer Switches on or off the visible laser beam for illumi nating the target point The new settings are displayed for about one second ...

Page 44: ...ation by pressing FNC Lock with PIN without switching off the instrument After that the instrument will prompt for a PIN code entry The function is available when the PIN protection is activated under MENU PIN Target Offset If it is not possible to set up the reflector directly or it is not possible to aim the target point directly the offset values length cross and or height offset can be entered...

Page 45: ...iod of applicability can be set as follows The offset values are always reset to 0 when the application is quit Cylinder Offset subapplication Use CYLNDER to determine the coordinates of the centre point of cylindrical objects and their radius Measure the horizontal angle to a point on the left and on the right side of the object as well as the distance to the object RESET CYLNDER OK Trav Offset 0...

Page 46: ...he surface of the object to be measured If the EDM mode is RL the value is set to zero automatically 2 Use the vertical hair aim at the left side of the object then press HzLeft 3 Use the vertical hair aim at the right side of the object then press HzRight 4 Rotate the instrument accordingly such that the S Hz the deviation angle is zero P0 HzR HzL α d P1 R TPS800_Z158 HzLeft HzRight ALL EXIT CYLI...

Page 47: ...t is the coordinates of the centre point of the cylindrical object and its radius Height Transfer Example 1 Reflector 1 2 Reflector 2 3 Reflector 3 4 Instrument PREV Cylinder Offset Measure PtID POINTNUMBER Description North 638073 456 m East 436102 123 m Height 168 789 m Radius 44 350 m ...

Page 48: ...cedure 1 Select known point and input reflector height 2 After triggering the measurement with ALL the calculated height H0 is displayed AddPt Add another height of a known point FACE Measure to the same target in second face 3 SET Save the changes and set the station Hidden Point Example 1 E N H of Hidden Point 2 Rod Length 3 Distance R1 R2 The program allows measurements to a point that is not d...

Page 49: ...imit for the difference between the given and measured spacing of the reflectors If the tolerance value is exceeded the program will issue a warning EDM Mode Changes the EDM Mode Prism type Changes the prism type Prism Const Displays the prism constant 2 All Starts measurement and proceeds to the Result dialog 3 Result is displayed NEW Returns to step 1 FINISH Returns to calling application FINISH...

Page 50: ...ograms on the subsequent pages Setting job All data is saved in JOBS like directories Jobs contain measurement data of different types e g measurements codes fixed points stations and are individually manageable and can be readout edited or deleted separately NEW Creating a new job SET Setting the job and back to start up programs All subsequent recorded data is stored in this job directory If no ...

Page 51: ... read from the internal memory Known Point 1 Select a PtID stored in internal memory 2 Input instrument height OK Sets the station Set manually 1 ENH Calls up manual point input dialogue 2 Input PtID and coordinates 3 SAVE Saves station coordinates Continues to the input of the instru ment height 4 OK Sets the station If no station was set and no application started and if in Meas Rec ALL or REC w...

Page 52: ...nt and sets orientation REC Records Hz direction and sets orientation Method 2 with coordinates To determine the orientation a target with known coordinates can also be used 1 As orientation with coordinates 2 Input of the orientation point number and to determine the point found 3 To input and confirm the reflector height For determining the orientation a maximum of 5 target points with known coo...

Page 53: ...ther backsight point 1 I Status indication shows that first point was measured in telescope position I 1 I II First point measured in telescope pos I and II SHz After the first measurement the finding of other target points or the same point when changing the telescope position is easier by setting the indicated angle difference near to 0 00 00 by turning the instrument S Difference between horizo...

Page 54: ...54 Programs TPS400 5 0 1en Displaying residuals RESID Display of residuals 1 Actual 2 Design SH Height correction S correction of the horizontal distance SHz Correction of Hz angle ...

Page 55: ... is based on telescope position I The prism height may not be changed during measurements in the first and second telescope position If a target point is measured several times in the same telescope position the last valid measure ment is used for the computation If no orientation was set and an application was started resp if in Meas Rec ALL or REC was triggered then the current Hz direction and ...

Page 56: ...e daily work in the field The following applications are available Surveying Setting Out Tie Distance Area Volume Free Station Reference Line Remote Height Construction Cogo optional Reference Plane optional MENU 1 Press the MENU fixed key 2 Selecting the Program option 3 Calling up applications and acti vating start programs PAGE Scroll to next page ...

Page 57: ...coding methods are available 1 Simple coding remark Input a code remark in the relevant field These text is stored with the corresponding measure ment with ALL The code is not related to a codelist it is just a simple remark A codelist on the instrument is not necessary 2 Expanded coding with codelist Press the CODE softkey The code that was input is searched for within the code list and it is pos...

Page 58: ... elements REC Saves the displayed values B D Input direction and Hz distance of stake out point MANUAL Enables simplified input of a point without PtID and without the possibility of storing the data of the point Polar Stake out Normal indication of polar stake out offsets SHz S S 1 Actual 2 Point to be stake out SHz Angle offset positive if point to be set out is to the right of the actual direct...

Page 59: ...ffset positive if nominal point further away ST Transversal offset perpendicular to line of sight positive if nominal point is to the right of measured point Cartesian Stake out Setting out is based on a coordinate system and the offset is divided into a north and east element 1 Actual 2 Point to be stake out SE Easting offset between stake out and actual point SN Northing offset between stake out...

Page 60: ...nd V angles only resection 2 Distance and Hz and V angle 3 point resection 3 Hz and V angles to some point s and Hz and V angle plus distance to other point s The final computed results are Easting Northing and Height of the present instrument station including the instruments Hz circle orientation Standard deviations and residuals for accuracy assessments are provided For the calculation of the s...

Page 61: ...se 0 001 m to enable it for height processing Computation procedure The measuring procedure automatically determines the method of evaluation e g resection 3 point resection etc If more than the minimum required measurements are performed the processing routine uses a least squares adjustment to determine the plan position and averages orientation and heights 1 The original averaged face I and fac...

Page 62: ...f your computed deviation exceeds the limit a warning dialog appears where you can decide wether to proceed or not 1 Input of the name of the station and the height of the instrument 2 Input of the target PtID and the reflector height ALL Triggers angle and distance measurement 3 point resection REC Saves Hz direction and V angle resection ...

Page 63: ...n I was measured 3 I II Indicates that the third point in tele scope positions I and II Results Displays calculated station coordinates PREV Switches to measurement display to measure additional points RESID Displays residuals StdDev Displays standard deviation OK Sets the displayed coordinates and instrument height as new station PREV RESID StdDev OK STATION COORDINATES Station 100 hi 1 500 EO 10...

Page 64: ...ion of the orien tation This dialog shows the computed residuals Residual Calculated value Measured value PREV Switches to measurement display to measure additional points Re Meas Remeasures the displayed point OK Always sets the displayed coordi nates and instrument height as new station PREV OK STATION STANDARD DEVITION Std Dev EO 0 027 Std Dev NO 0 013 Std Dev HO 0 000 Std Dev Ang 0 0121 PREV R...

Page 65: ...oint from in the calculations Recalculates the free station and displays the station standard devia tion Press PREV to display the new station coordinates StdDev Displays standard deviation With the function keys scroll between the residuals of the indi vidual backsight points ...

Page 66: ...nvalid or insufficient measurements are available to compute a final station height Insufficient space in job The present selected job is full and does not allow further storage Hz I II 0 9 deg measure point again This error occurs if a point was measured in one face and the measurement in the other face differs by more than 180 0 9 for the horizontal angle V I II 0 9 deg measure point again This ...

Page 67: ...base point as required Procedure 1 Definition of the Base line The base line is fixed by two base points that can be defined in three ways Measured points Enter coordinates using keypad Select point from memory a Measuring base points Input PtID and measure base points with ALL or DIST REC b Base points with coordinates FIND Starts to search for the PtID entered ENH Manually input coordinates LIST...

Page 68: ...s called the reference line All measured data refers to the refer ence line BP Base point BL Base line RP Reference point RL Reference line Off Parallel offset L Longitudinal offset R Rotation parameter Input of the parameters Use the navigation keys to select the shifting and rotation parameters of the refer ence line BP1 BP2 BL RP RL R L Off TPS800_Z37 ...

Page 69: ...t the reference line is higher than the selected reference height 3 Selecting the subapplication MEASURE Starts the subapplication to measure Line Offset see issue 4 STAKE Starts the subapplication to stake out see issue 5 4 Line Offset subapplication The Line Offset subapplication calculates from measurements or coordinates longitudinal parallel offsets and height differences of the target point ...

Page 70: ...e SL Longitudinal offset SOff Parallel offset The height of the first reference point is always used as the reference height for the calculation of the height differences S 1RP MP S L SOff TPS800_Z38 RL IR I DIST REC PtID 140 hr 1 500 m Offset 0 208 m Line 0 349 m 1 203 m REFERENCE LINE ...

Page 71: ...out subapplication You can enter longitudinal parallel and height offsets for the target points to be set out relative to the reference line The program calculates the differ ence between a measured point and the calculated point The program displays the orthogonal SLine SOffset S and the polar SHz S S differences Procedure 1 Input the orthogonal stake out elements 2 OK Confirm entry and start cal...

Page 72: ...ay in Stake out measure mode The signs for the distance and angle differences are correction values required minus actual SHz Turn telescope clockwise to the stake out point S The stake out point is further away than the point measured 1RP RL SP MP TPS800_Z40 SL SO IR I DIST REC PtID 15 hr 1 500 m Hz 0 200 g 2 368 m 0 260 m ORTHOGONAL STAKEOUT 1 2 Offset 2 040 m Line 1 203 m 0 260 m ...

Page 73: ...ifferent methods Polygonal A B B C Radial A B A C Polygonal Method Important Messages Meaning Save via RS232 Data output system setting menu via RS232 interface is activated To be able to succesfully start reference line the INTERN setting must be enabled Base line too short Base line is shorter than 1 cm Choose base points such that the horizontal separation of both points is at least 1 cm Coordi...

Page 74: ... displayed Brg Azimuth between point1 and point2 S Slope distance between point1 and point2 S Horizontal distance between point1 and point2 S Height difference between point1 and point2 Grade Grade between point1 and point2 Softkeys polygonal method NewPt 1 An additional missing line is computed Program starts again at point 1 NewPt 2 Point 2 is set as starting point of a new missing line New poin...

Page 75: ...75 Programs TPS400 5 0 1en Softkeys radial method NewPt 1 Determine new central point NewPt 2 Determine new radial point POLY Switch to polygonal method ...

Page 76: ...area is projected onto the horizontal plane 2D or projected onto the sloped reference plane defined by 3 points 3D Furthermore a volume with constant height can be calculated in relation to the area 2D 3D a Perimeter polygonal length from start point to the current measured point b Calculated area always closed to the start point P1 projected onto the horizontal plane P0 Station P3 Target point P1...

Page 77: ...een measured or selected The area 3D is calculated once the sloped refer ence plane is defined by three points 2 Results Def 3D To define the sloped reference plane by selecting or measuring three points VOLUME To calculate a volume with constant height The height have to be entered or measured RESULT To display and record additional results perimeter volume Perimeter and volume are updated if fur...

Page 78: ...e P4 Target point a Constant height b Perimeter 3D polygonal length from the start point to the current measured point of the area 3D c Area 3D projected onto the sloped reference plane d Volume 3D a x c e Perimeter 2D polygonal length from the start point to the current measured point of the area 2D f Area 2D projected onto the horizontal plane g Volume 2D f x a TPS800_Z101 P1 a a P2 P3 P4 P0 c d...

Page 79: ... 1 Remote point 2 Height diff 3 Slope distance 4 Base point Procedure 1 Input PtID and reflector height ALL Starts measurement to base point and continues to 2 hr Starts the program that determines an unknown reflector height 2 Aim at inaccessible height point OK Saves the measured data BASE Input and measurement of a new base point ...

Page 80: ...2 Measure second line point ALL DIST REC In case you have entered coordinates by ENH and measured to known points a plausibility check informs you about the calculated line length the actual length and the difference As built check This dialog shows you the SLine SOffset and SHeight of a measured point in relation to the line ShiftLn Allows you to enter values for shifting the line LAYOUT Switches...

Page 81: ...combined with arrows to show the direction SLine is positive arrow up Target point is further away than the measured point SOffset is positive arrow right Target point is right of the measured point SHeight is positive arrow up Target point is higher than the measured point The height of the line start point is always used as the reference height The graphics are scaled to give a better overview T...

Page 82: ... code COGO is an application program to perform coordi nate geometry calculations such as coordinates of points bearings between points distances between points The COGO calculation methods are Inverse Traverse Intersections Offset Extension Softkeys MEAS Jumps to the Measurement dialog to measure the point Calc Starts the calculation when all required data is entered STAKE When the calculated poi...

Page 83: ...tal distance between P1 and P2 d3 Height difference between P1 and P2 Traverse Known P1 Known point a Direction from P1 to P2 d1 Distance between P1 and P2 d2 Positive offset to the right d3 Negative offset to the left Unknown P2 COGO point without offset P3 COGO point with positive offset P4 COGO point with negative offset TPS800_Z86 d1 d3 d2 P1 P2 TPS800_Z87 d1 d2 d3 P1 P3 P2 P4 ...

Page 84: ...n from P1 to P3 a2 Direction from P2 to P3 Unknown P3 COGO point Bearing Distance Known P1 First known point P2 Second known point a Direction from P1 to P3 and P4 r Radius as defined by the distance from P2 to P4 and P3 Unknown P3 First COGO point P4 Second COGO point TPS800_Z88 P1 P2 P3 1 2 TPS800_Z89 r P1 P2 P4 P3 ...

Page 85: ...o P3 or P4 r2 Radius as defined by the distance from P2 to P3 or P4 Unknown P3 First COGO point P4 Second COGO point By Points Known P1 First known point P2 Second known point P3 Third known point P4 Fourth known point a Line from P1 to P2 b Line from P3 to P4 Unknown P5 COGO point TPS800_Z90 r1 r2 P1 P2 P3 P4 TPS800_Z91 a b P1 P2 P3 P4 P5 ...

Page 86: ... point Unknown d1 Difference in length abzissa HD d2 Lateral deviation ordinate Offset P4 Base point Set Point by Known P1 Baseline start point P2 Baseline end point a Difference in length abzissa HD b Lateral deviation ordinate Offset Unknown P3 Lateral point TPS800_Z92 d1 d2 P1 P2 P3 P4 TPS800_Z93 a b P1 P2 P3 ...

Page 87: ...plane P3 Point 3 which defines plane P4 Offset point Unknown P5 COGO point d1 Offset Extension The Extension routine computes extend point from base line Known P1 Baseline start point P3 Baseline end point SL1 or SL2 Distance Unknown P2 P4 Extended point TPS800_Z159 d1 P1 P3 P2 P4 P5 P1 P2 P3 P4 ΔL1 ΔL2 ...

Page 88: ...on point to the local X and Z axis The intersection point is the footprint point of the perpendicular vector from the measured point through the defined plane Viewing storing and staking out the coordinates of the intersection point A reference plane is created by measuring three points on a plane These three points define a local coordinate system The first point is the origin of a local coordina...

Page 89: ...point is definitely located on the defined plane X X axis of local coordinate system Z Z axis of local coordinate system Off Perpendicular distance from P4 to the plane SX Perpendicular distance from P5 to the local Z axis SZ Perpendicular distance from P5 to the local X axis The perpendicular distance to the plane can be posi tive or negative Z Y X P1 Off Off TPS800_Z147a ...

Page 90: ...Ds can be entered or the wildcard criteria used LIST Displays the list of available points ENH Opens the coordinate input mode 2 Measuring target point Measure a target point as you usually survey points 3 Results Int PtID Point ID of the intersection point the perpendicular projection of the target point on the plane ALL FIND LIST PLANE 1 3 Measure 1st plane point Point 1 A1 Point 2 Point 3 hr 1 ...

Page 91: ...ersection point New Plane To define a new reference plane EXIT Goes to the programs menu Coding Codes contain information about recorded points With the help of coding points can be assigned to a particular group simplifying later processing More information on coding can be found under Data management GSI coding Code Code name Desc Additional remark Info1 more freely editable information Info8 li...

Page 92: ...h fixed status see LGO LGO Tools are write protected They cannot be over written or edited For attributes with status Mandatory an input or a confirmation is required Attributes with status Normal can be edited freely Warnings Messages Individually entered code blocks are not added to the code list Leica Geo Office Tools LGO Tools Codelists can be easily created and uploaded to the instrument usin...

Page 93: ...ither selected for the zenith the horizontal plane or in Zenith Zenith 0 Horizon 90 Horizon Zenith 90 Horizon 0 V 45 100 Horizon 0 The value increases rapidly appears on the display above 300 Tilt Correction Off Tilting compensation switched off 1 axis V angles relate to the plumb line 2 axis V angle refer to the plummet line and the Hz directions are corrected by the standing axis tilt If the ins...

Page 94: ...ep sounds at right angles 0 90 180 270 or 0 100 200 300 gon Example Sector Beep From 95 0 to 99 5 gon or from 105 0 to 100 5 gon a Fast beep sounds whilst from 99 5 to 99 995 gon or from 100 5 to 100 005 gon a Permanent beep sounds 1 No beep 2 Fast beep interrupted 3 Permanent beep ...

Page 95: ... High High illumination DSP Heater On Is automatically activated when the display illumination is on and the instru ment temperature is 5 C Language The current loaded languages are shown Language choice If two languages are loaded onto the instrument a dialog to choose the language can be shown directly after switching on the instrument On The language dialog is shown as startup dialog Off The la...

Page 96: ...ed ON Off Hz Collimation is switched OFF If option Hz Collimation ON is active each measured Hz angle is corrected depending on V angle For normal operation the Hz collimation remains switched on More information on Hz collimation can be found under Adjusments Auto OFF Enable The instrument is switched off after 20 minutes without any action no key pressed V and Hz angle deviation 3 600cc Disable ...

Page 97: ... For 360 0 0001 0 0005 0 001 For gon 0 0001 gon 0 0005 gon 0 001 gon For mil 0 01 mil 0 05 mil 0 10 mil Input method Here you can select the method to input alphanu meric characters Method 1 Standard method Method 2 Advanced method Distance Unit meter Meter ft in1 16 US feet Inch 1 16 inch US ft US feet INT ft International feet Distance Digits 3 Displays distance with three decimals 4 Displays di...

Page 98: ...and reflector IR EDM mode are available Depending on selected measuring mode the selec tion prism types are different IR Fine Fine measuring mode for high precision measurements with prisms 2mm 2 ppm IR Fast Quick measuring mode with higher measuring speed and reduced accuracy 5mm 2 ppm IR Track Continuous distance measuring 5mm 2 ppm IR Tape Distance measurement using Retro targets 5mm 2 ppm ...

Page 99: ...prisms 500m 2mm 2ppm 500m 4mm 2ppm RL Track Continuous distance measure ment without prisms 5mm 3 ppm RL Prism For distance measurements with prisms Leica Prisms Constants mm Standard prism Round GPH1 GPR1 0 0 360 prism GRZ4 23 1 360 Mini prism GRZ101 30 0 Miniprism GMP101 102 17 5 JPMINI 34 4 Mini prism Reflective targets 34 4 USER is set at Prismconst mm 34 4 e g mm 14 input 14 34 4 20 4 RL 34 4...

Page 100: ...switched off On Visible laser beam for visualising the target point is switched on Guide Light The person at the prism can be guided by the flashing lights directly to the line of sight The light points are visible up to a distance of 150 meters This is useful when setting out points 1 Flashing red diode 2 Flashing yellow diode Operat range 5 150 m 15 500 ft Divergence 12 m 40 ft at 100 m 330 ft 6...

Page 101: ...ts default parameters PPM Input of individual scaling parameters ATMOS Input of atmospheric parameters Atmospheric Parameters ppm Distance measurement is influenced directly by the atmospheric conditions of the air in which distance measurement are taken In order to take into consideration these influences distance measurements are corrected using atmo spheric correction parameters ...

Page 102: ...ion Temperature Air temperature at instrument location Pressure Air pressure at instrument location Atmos PPM Calculated and indicated atmospheric PPM Signal SIGNAL Displays EDM signal strength reflection strength in steps of 1 Permits optimal aiming at distant barely visible targets ...

Page 103: ...ield Job Jobs are a summary of data of different types e g fixed points measurements codes results etc The job definition consists of the input of job name and user Additionally the system generates time and date at the time or creation Job search Scrolling through jobs DELETE Deletes selected job SET Sets the selected job NEW Starts new job ...

Page 104: ...ns input for PtID and coordi nates Measurements Measurement data available in the internal memory can be searched and displayed or erased FIND Starts point search dialogue VIEW Displays all measurements Codes To each code a description and a maximum of 8 attributes with up to 16 characters can be assigned SAVE Save data VIEW Starts search dialogue ATTRIB Input of attributes Initialize Memory Delet...

Page 105: ...in memory All data will be lost Deleting the memory cannot be undone After confirming the message all data is deleted permanently Memory Statistic Displays job specific memory information such as Number of stored fixpoints Number of recorded data blocks measured points codes etc Number of free or not defined jobs ...

Page 106: ...the dialogue of notification the Meas Rec screen is displayed A maximum of 16 of the next key presses are stored The sequence is ended with ESC If the start sequence is activated the stored key presses are executed automatically when the instrument is switched on The automatic start sequence has the same effect as pressing the keys manually Certain instru ment settings can not be made in this way ...

Page 107: ...g determination of instrument error is thus elim inated The instruments are adjusted in the factory prior to shipping Instrument errors can change with time and temper ature These errors should be determined before the instrument is used for the first time before preci sion surveys after long periods of transport before and after long periods of work and if the tempera ture changes by more than 10...

Page 108: ...ngle For horizontal aimings the error of Hz equals the line of sight error V Index Vertical index error The vertical circle should read exactly 90 100 gon when the line of sight is horizontal Any deviation from this figure is termed vertical index error i By determining the vertical index error the electronic level is adjusted automatically Procedures and conditions required to correct line of sig...

Page 109: ...nt approximately 100m from the instrument which is within 5 of the horizontal 3 ALL Trigger measurement 4 Change telescope position and aim to the point again For checking the horizontal aiming Hz and V are displayed 5 ALL Starts measurement 6 Displays the old and new calculated values SET Sets new calibration data ESC Quits program without setting new calibration data ...

Page 110: ...bration result out of tolerance Previous values retained Computed values out of tolerance Previous values retained Repeat measurements Confirmation of the message required Hz Angle out of limit Hz angle in second face telescope pos deviates more than 5 gon from the target point Aim on the target point with an accuracy of min 5 gon Confirmation of the message required Measurement Error Try again Me...

Page 111: ...ts second Databits 7 Data transfer is realized with 7 databits Is set automatically if parity is Even or Odd 8 Data transfer is realized with 8 databits Is set automatically if parity is None Parity Even Even parity Odd Odd parity None No parity if data bit is set to 8 Endmark CRLF Carriage return line feed CR Carriage return Stopbits Fixed setting 1 Interface plug connections 1 External battery 2...

Page 112: ...tarts the transmission Example Within the data setting MEASUREMENTS a data set could be shown as follows 11 00000D19 21 022 16641826 22 022 09635023 31 00 00006649 58 16 00000344 81 00 00003342 82 00 00005736 83 00 00000091 87 10 00001700 If the receiver is to slow in processing data the data could be lost With this type of data transfer the instrument is not informed about the perfor mance of the...

Page 113: ...urrent date Time Displays current time DATE Change date and format Format There are three display formats DD MM YYYY MM DD YYYY YYYY MM DDT Date Input date TIME Set time SW Info The software of the instrument is composed of different software pack ages Depending on the package different versions are possible Op System Operating System App SW Applications functions and menu Layout User displays ...

Page 114: ...ument delivery papers If the PUK code entered is correct then the old PIN code is set to default value 0 and the PIN protection is deactivated Procedure 1 MENU PIN 2 Activate PIN by setting Use PIN Code On 3 Enter your desired personal PIN Code max 6 character numeric and accept with OK Now the instrument is protected against unauthorized use After switching on the instrument the PIN Code entry is...

Page 115: ...ard After a longer period of storage or transport of your product always check the field adjustment parameters indicated in this manual before using the product In the field When transporting the equipment in the field always make sure to either carry the product in its original transport case or carry the tripod with its legs splayed across your shoulder keeping the attached product upright ...

Page 116: ...For shipping the product by rail aircraft or ship use the Leica Geosystems original packaging transport case or shipping cardboard or another suitable packaging securing the product against blows and vibrations Storage When storing the equipment particularly in summer and inside a vehicle take the temperature limits into account When storing the instrument inside a building also use the transport ...

Page 117: ...n about storage temperature range A storage temperature range of 0 C to 20 C 32 F to 68 F in a dry environment is recom mended to minimize self discharging of the battery At the recommended storage temperature range batteries containing a 10 to 50 charge can be stored for up to one year After this storage period the batteries must be recharged Remove batteries from the product and the charger befo...

Page 118: ...oth with pure alcohol Use no other liquids these may attack polymer components Fogging of prisms Reflector prisms that are cooler than the ambient temperature tend to fog It is not enough simply to wipe them Keep them for some time inside your jacket or in the vehicle to allow them to adjust to the ambient temperature Cables and plugs Keep plugs clean and dry Blow away any dirt lodged in the plugs...

Page 119: ...rately Tighten the articulated joints on the tripod head 1 just enough to keep the tripod legs open when you lift it off the ground Circular level Level up the instrument in advance with the elec tronic level The bubble must be centered If it extends beyond the circle use the Allen key supplied to center it by turning the adjustment screws After adjustment no screw must be loose ...

Page 120: ...f an adjustment is necessary due to external influences the instrument has to be returned to any Leica service department Checking by turning the instrument by 360 1 Install the instrument on the tripod approx 1 5 m above ground and level up 2 Switch on laser plummet and mark the centre of the red spot 3 Turn instrument slowly by 360 and observe the red laser spot Inspecting the laser plummet shou...

Page 121: ... and surface the size of the laser spot can vary At a distance of 1 5 m an average value of 2 5 mm diameter must be esti mated The maximum diameter of the circular movement described by the centre of the laser point should not exceed 3 mm at a distance of 1 5 m ...

Page 122: ... adhere to them Intended Use Permitted use Measuring horizontal and vertical angles Measuring distances Recording measurements Computing by means of software Visualizing the aiming direction and vertical axis Adverse use Use of the product without instruction Use outside of the intended limits Disabling safety systems Removal of hazard notices Opening the product using tools screwdriver etc unless...

Page 123: ...verse use can lead to injury malfunction and material damage It is the task of the person responsible for the equipment to inform the user about hazards and how to counteract them The product is not to be operated until the user has been instructed on how to work with it Limits of Use Environment Suitable for use in an atmosphere appropriate for permanent human habitation not suitable for use in a...

Page 124: ...o responsible for the effectiveness of those safety concepts in combination with the Leica Geosystems product Person in charge of the product The person in charge of the product has the following duties To understand the safety instructions on the product and the instructions in the user manual To be familiar with local regulations relating to safety and accident prevention To inform Leica Geosyst...

Page 125: ...nly use chargers recommended by Leica Geosystems to charge the batteries CAUTION Watch out for erroneous measurement results if the product has been dropped or has been misused modified stored for long periods or trans ported Precautions Periodically carry out test measurements and perform the field adjustments indicated in the user manual particularly after the product has been subjected to abnor...

Page 126: ...e sun WARNING During dynamic applications for example stakeout procedures there is a danger of accidents occurring if the user does not pay attention to the environmental conditions around for example obstacles excavations or traffic Precautions The person responsible for the product must make all users fully aware of the existing dangers WARNING Inadequate securing of the working site can lead to...

Page 127: ...ht trans port company WARNING High mechanical stress high ambient temperatures or immersion into fluids can cause leakage fire or explosions of the batteries Precautions Protect the batteries from mechanical influences and high ambient temperatures Do not drop or immerse batteries into fluids WARNING If the product is improperly disposed of the following can happen If polymer parts are burnt poiso...

Page 128: ...home page at http www leica geosystems com treatment or received from your Leica Geosystems dealer CAUTION If the accessories used with the product are not properly secured and the product is subjected to mechanical shock for example blows or falling the product may be damaged or people may sustain injury Precautions When setting up the product make sure that the accessories are correctly adapted ...

Page 129: ...tive clothes and eye wear special warning signs in the laser working area if used and operated as defined in this user manual due to the low eye hazard level Products classified as laser class 2 or class 3R may cause dazzle flashblindness and afterim ages particularly under low ambient light conditions Distancer Measurements with Reflectors IR mode The EDM module built into this product produces a...

Page 130: ...130 Safety Directions TPS400 5 0 1en Description Value Maximum average radiant power 0 33 mW Pulse duration 800 ps Pulse repetition frequency 100 MHz 150 MHz Wavelength 650 nm 690 nm ...

Page 131: ...1 except for deviations pursuant to Laser Notice No 50 dated July 26 2001 This device complies with part 15 of the FCC Rules Operation is subject to the following two conditions 1 This device may not cause harm ful interference and 2 this device must accept any interference received including inte ference that may cause undesired operation Class 1 Laser Product according to IEC 60825 1 2007 03 ...

Page 132: ... unintentional exposure would rarely reflect worst case conditions of e g beam alignment with the pupil worst case accommodation b inherent safety margin in the maximum permis sible exposure to laser radiation MPE c natural aversion behaviour for exposure to bright light for the case of visible radiation WARNING From a safety perspective class 3R laser products should be treated as potentially haz...

Page 133: ...s mirrors metallic surfaces etc Precautions Do not aim at areas that are essentially reflective such as a mirror or which could emit unwanted reflections Do not look through or beside the optical sight at prisms or reflecting objects when the laser is switched on in laser pointer or distance measure ment mode Aiming at prisms is only permitted when looking through the telescope ...

Page 134: ...134 Safety Directions TPS400 5 0 1en Labelling a Laser beam Laser Radiation Avoid direct eye exposure Class 3R Laser Product according to IEC 60825 1 2007 03 Po 5 00 mW λ 650 690 nm Laser Aperture ...

Page 135: ... 10 and 1040 11 except for deviations pursuant to Laser Notice No 50 dated July 26 2001 This device complies with part 15 of the FCC Rules Operation is subject to the following two conditions 1 This device may not cause harm ful interference and 2 this device must accept any interference received including inte ference that may cause undesired operation ...

Page 136: ...e the EGL may be designed differently The product described in this section is excluded from the scope of IEC 60825 1 2007 03 Safety of laser products The product described in this section is classified as exempt group in accordance with IEC 62471 2006 07 and does not pose any hazard provided that the product is used and maintained in accordance with this user manual a LED beam red b LED beam yell...

Page 137: ...60825 1 2007 03 Safety of laser products Class 2 laser products These products are safe for momentary exposures but can be hazardous for deliberate staring into the beam WARNING From a safety perspective class 2 laser products are not inherently safe for the eyes Precautions Avoid staring into the beam or pointing the beam at other people Description Value Maximum average radiant power 1 00 mW Pul...

Page 138: ...irections TPS400 5 0 1en Labelling a Will be replaced by a Class 3R warning label if applicable Laser Radiation Do not stare into beam Class 2 Laser Product according to IEC 60825 1 2007 03 P0 1 00 mW λ 620 690 nm ...

Page 139: ...s to other equipment WARNING Electromagnetic radiation can cause distur bances in other equipment Although the product meet the strict regulations and standards which are in force in this respect Leica Geosystems cannot completely exclude the possi bility that other equipment may be disturbed CAUTION There is a risk that disturbances may be caused in other equipment if the product is used in conju...

Page 140: ... in force in this respect Leica Geosystems cannot completely exclude the possibility that the product may be disturbed by very intense electromagnetic radiation for example near radio transmitters two way radios or diesel genera tors Precautions Check the plausibility of results obtained under these conditions WARNING If the product is operated with connecting cables attached at only one of their ...

Page 141: ...uarantee that interference will not occur in a particular installation If this equipment does cause harmful interference to radio or television reception which can be deter mined by turning the equipment off and on the user is encouraged to try to correct the interference by one or more of the following measures Reorient or relocate the receiving antenna Increase the separation between the equipme...

Page 142: ...ce complies with part 15 of the FCC Rules Operation is subject to the following two conditions 1 This device may not cause harm ful interference and 2 this device must accept any interference received including inte ference that may cause undesired operation ...

Page 143: ...asurement absolute continuous Updates each 0 3 seconds Units selectable 360 sexagesimal 400gon 360 decimal 6400 mil V V Accuracy standard deviation Hz V acc to ISO 17123 3 TC R 403 3 1 mgon TC R 405 5 1 5 mgon TC R 407 7 2 mgon Display resolution gon 0 0005 360d 0 0005 360s 1 mil 0 01 Level sensitivity Circular level 6 2 mm Compensator 2 axis oil compensator Setting range 4 0 07 gon Setting accura...

Page 144: ... with 31 characters each Type of tribrach Tribrach removable GDF111 Thread diam 5 8 DIN 18720 BS 84 Dimensions Instrument Height including tribrach and carrying handle with tribrach GDF111 360 mm 5 mm Width 203 mm Length 151 mm Case 468x254x355 mm LxBxH Weight including battery and tribrach with tribrach GDF111 5 2 kg Tilting axis height without tribrach 196 mm with tribrach GDF111 240 mm 5 mm Pow...

Page 145: ...emperature range Automatic corrections Line of sight error Yes Vertical index error Yes Earth curvature Yes Refraction Yes Tilt correction Yes Recording RS232 interface Yes Internal Memory Yes Total capacity 768 KB 12500 measurements or 18000 fixpoints Type Operating temperature Storage temperature TPS400 20 C to 50 C 4 F to 122 F 40 C to 70 C 40 F to 158 F Battery internal 20 C to 50 C 4 F to 131...

Page 146: ...e red laser Class 1 Carrier wave 658 nm Measuring system System analyser basis 100 MHz 150 MHz EDM measuring program Accuracy Standard deviation acc to ISO 17123 4 Time per measure ment IR_Fine 2 mm 2 ppm typ 2 4 s IR_Fast 5 mm 2 ppm typ 0 8 s Tracking 5 mm 2 ppm typ 0 15 s IR Tape 5 mm 2 ppm typ 2 4 s Range normal and rapid measurement Standard prism 3 prisms GPH3 360 reflector Tape 60mm x 60mm M...

Page 147: ...bject in shade or sky overcast 6 Day night and twilight Measuring system System analyser basis 100 MHz 150 MHz Type Coaxial visible red laser Class 3R Carrier wave 658 nm Power Range without reflector Atmospheric conditions No reflector white target No reflector grey albedo 0 25 4 200 m 600 ft 100 m 330 ft 5 300 m 990 ft 150 m 490 ft 6 400 m 1310 ft 200 m 660 ft Ultra Range without reflector Atmos...

Page 148: ...000m up Display unambiguous to 12 km 1 Strong haze visibility 5km or strong sunlight severe heat shimmer 2 Light haze visibility about 20km or moderate sunlight slight heat shimmer 3 Overcast no haze visibility about 40km no heat shimmer EDM measuring program Accuracy Time per measurement Standard 0 500 m 2 mm 2 ppm typ 3 6 s max 12 s 500 m 4 mm 2 ppm Tracking 5 mm 3 ppm typ 0 25 s Ultra Power Ran...

Page 149: ...s been entered corresponds to the atmospheric conditions prevailing at the time of the measurement The atmospheric correction takes air pressure and air temperature into account For utmost precision in distance measurements atmospheric correction must be determined with 1 ppm accuracy air temperature to 1 C and air pres sure to 3mb accuracy ...

Page 150: ...150 Technical Data TPS400 5 0 1en Atmospheric correction in ppm with C mb H metres at 60 relative humidity Atmospheric correction in ppm with F inch Hg H feet at 60 relative humidity ...

Page 151: ...n accordance with the following formula Earth curvature and mean refraction coefficient k 0 13 are taken into account automatically The calculated horizontal distance relates to the station height not to the reflector height displayed slope distance m D0 uncorrected distance m ppm scale correction mm km mm prism constant mm horizontal distance m height difference m D0 1 ppm 10 6 mm Y A X Y X B Y2 ...

Page 152: ...152 Technical Data TPS400 5 0 1en Y sin ζ X cos ζ ζ vertical circle reading A 1 47 10 7 m 1 B 6 83 10 8 m 1 k 0 13 R 6 37 106 m ...

Page 153: ...and non infringement all of which are expressly disclaimed Software License Agreement This product contains software that is preinstalled on the product or that is supplied to you on a data carrier medium or that can be downloaded by you online pursuant to prior authorization from Leica Geosystems Such software is protected by copy right and other laws and its use is defined and regu lated by the ...

Page 154: ...ment Installation or use of the software or any part thereof is deemed to be an acceptance of all the terms and conditions of such license agreement If you do not agree to all or some of the terms of such license agreement you may not download install or use the software and you must return the unused software together with its accompanying documen tation and the purchase receipt to the dealer fro...

Page 155: ...tion 149 Automatic corrections 145 Auto OFF 96 Azimuth 74 B Base Line 67 68 Battery 113 Battery capacity 24 Baudrate 111 Beep 95 Brg 74 C Calibration 107 Care and Storage 115 Cartesian Stake out 59 Character set 39 Checking and adjusting 119 Circular level 119 Cleaning 118 Codelist 104 Codelist Manager 15 COGO 56 82 Collimation axis 12 Communication parameters 111 Compensator 24 143 Computation pr...

Page 156: ...nt 20 146 147 148 Distance Unit 97 DSP Heater 95 E Edit mode 36 EDM Mode 98 EDM Settings 98 EDM type 24 EGL 100 Electromagnetic acceptability 139 Electronic Guide Light EGL 136 Electronic level 32 33 Endmark 111 Erasing characters 36 ESC 19 Extending editing code 92 F FCC Statement 141 File Management 103 Fixed keys 19 Fixpoints 104 FNC 19 43 Free Station 60 Free Coding 43 Function keys 18 G GSI 8...

Page 157: ...tation 95 I Initialize Memory 104 Input method 97 Input mode method 1 35 Inserting Replacing Battery 27 Inserting characters 37 Instr Temp 113 Instrument Protection 114 Interface 111 Interface plug connections 111 Intersections 84 Bearing Bearing 84 Bearing Distance 84 By Points 85 Distance Distance 85 Inverse 83 IR 43 IR RL Toggle 43 IR Fast 98 IR Fine 98 IR Tape 98 IR Track 98 J Job 103 JPMINI 9...

Page 158: ...l sensitivity 143 Level Plummet 43 LGO Tools 92 Light On Off 43 Limits of use 123 Line of sight 12 Line of sight error 13 107 M Mask 1 2 3 96 Measurements 60 104 Measuring 42 Measuring facilities 61 Memory 104 MENU 19 25 Menu tree 25 Min Reading 97 N Navigation keys 18 No of measurements 145 Numerical input 38 O Offset 24 86 Distance Offset 86 Extention 87 Plane Offset 87 Set Point by 86 Orientati...

Page 159: ... type 99 Programs 50 PUK code 114 R Radial Method 74 Range 146 147 148 Recording 145 Reduction formulae 151 Reference Line 67 Reference Plane 56 88 Reflective targets 99 Responsibilities 124 Reticle 13 Reticle Illumin 95 RL 43 RL Prism 99 RL Standard 99 RL Track 99 Rod Length 49 RS232 95 S Safety Directions 122 SCALE 101 Sector Beep 94 Set manually 51 Setting job 50 Setting Station 51 Settings 93 ...

Page 160: ...ystem Info 113 T Target Offset 44 Technical Data 143 Technical terms 12 Telescope 143 Temperature 97 Temperature range 145 Tie Distance 73 Tilt Correction 93 Tilting axis 12 Tilting axis height 144 Time 113 Transport 115 Traverse 83 Tribrach 120 144 Trigger key 19 93 Tripod 30 32 119 U Units 43 USER 19 USER Key 93 V Vertical angle 12 Vertical circle 12 V Index 13 107 Volume 56 76 V Setting 93 W We...

Page 161: ...161 Index TPS400 5 0 1en Z Zenith 13 Zenith angle 12 ...

Page 162: ...of Quality Management and Quality Systems ISO standard 9001 and Environmental Management Systems ISO standard 14001 Ask your local Leica dealer for more information about our TQM program Leica Geosystems AG Heinrich Wild Strasse CH 9435 Heerbrugg Switzerland Phone 41 71 727 31 31 www leica geosystems com 731037 5 0 1en Original text Printed in Switzerland Copyright Leica Geosystems AG Heerbrugg Sw...

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