Manuel d'utilisation / d'entretien du produit 1000Z01 du fabricant Leica
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1000Z01 TCA 1800 TPS - System 1000 Programs Version 2.2 English USER'S MANUAL.
2 TPS-System 1000 Programs-2.3.1en © Leica Congratulations on your purchase of your pr ograms for a TPS - System 1000 ! In order to use the software correctly and reliably , you must follow the instructions given in the user manual or in the on-line help system.
© Leica TPS-System 1000 Programs-2.3.1en 3 Enter your programs' version number in your manual and always refer to this information when you need to contact your agency or authorized service workshop .
4 TPS-System 1000 Programs-2.3.1en © Leica The symbols used in this User's Manual have the following meanings: DANGER : Indicates an imminently hazardous situation which, if not avoided, will result in death or serious injury .
© Leica TPS-System 1000 Programs-2.3.1en 5 Contents 6 Introduction 1 1 General notes 23 Orientation and Height T ransfer 27 Resection 39 Tie Distance 49 Stakeout 59 Fr ee Station 79 Refer ence Line 9.
6 TPS-System 1000 Programs-2.3.1en © Leica Contents CO Introduction 1 1 General 11 Installation in the PC 12 Hardware and software required 12 Rules for naming files 15 Loading files into the TPS1000.
© Leica TPS-System 1000 Programs-2.3.1en 7 CO Tie Distance 49 Introduction 49 Measure Mode 51 Results 53 Configuration 55 Configuration Editor 55 Dual-face Measurement 56 Log File 57 Stakeout 59 Intr.
8 TPS-System 1000 Programs-2.3.1en © Leica CO Remote Height 105 Introduction 105 Measure Base Point 106 Measure Remote Point 108 Configuration 110 Hidden Point 1 11 Introduction 1 11 Configuration 11.
© Leica TPS-System 1000 Programs-2.3.1en 9 CO Local Resection 165 Introduction 165 Station Data 16 6 T ar get Points 167 Calculation 168 Configuration 16 9 Configuration Editor 169 Dual-face Measurem.
10 TPS-System 1000 Programs-2.3.1en © Leica CO Getting Started 253 Configuration 25 4 Select Alignment Files 256 V ertical Alignment File 257 Horizontal Alignment File 257 Cross Section/template File.
© Leica TPS-System 1000 Programs-2.3.1en 11 IN The electronic theodolites and total stations in the TPS System 1000 are equipped with programs for processing field data and control-point coordinates. The systems are therefore highly functional and classical survey tasks are simplified appreciably .
12 TPS-System 1000 Programs-2.3.1en © Leica IN project. All installation programs and applications are supplied on normal 3 1/2" diskettes. For optimal use of the programs and instruments read this manual carefully .
© Leica TPS-System 1000 Programs-2.3.1en 13 IN On the diskette bearing the label TPS 1000/2000/5000 TPS-WORKBENCH is the PC software needed to install applications or foreign-language texts on the TPS1000 instruments. Exit F3 Pause Continue Exit Directory .
14 TPS-System 1000 Programs-2.3.1en © Leica IN The diskette bearing the label TPS 1000 SYSTEM FIRMW ARE contains the necessary system software for the TPS 1000 instrument: • theodolite system softw.
© Leica TPS-System 1000 Programs-2.3.1en 15 IN The files are named in accordance with the following rules: Application programs : ?????VVV .PRG ????? Maximum of 5 characters for name of application VVV 3 characters for version (release) number PRG Identification tag for loadable application T ext files : ?????VVV .
16 TPS-System 1000 Programs-2.3.1en © Leica IN After the installation is complete, you will find the following files in the subdirectory in your PC: Standard applications Application File name Text file Remarks All prtxtVVV.LEN prtxtVVV.LGE prtxtVVV.
© Leica TPS-System 1000 Programs-2.3.1en 17 IN Loading files into the TPS1000 instruments Applications, and system- and application texts, are loaded into the TPS1000 by means of the "TPS SOFTW ARE UPLOAD" program. Use the interface cable 563 625 to connect the TPS1000 to the serial interface COM1 or COM2 on the PC.
18 TPS-System 1000 Programs-2.3.1en © Leica IN Switch the instrument off! Select the command "V iew Applications + System" to inspect the connection to the instrument.
© Leica TPS-System 1000 Programs-2.3.1en 19 IN Loading system texts Afterwards, enter the language on the instrument (see section "Configuration" of "System" - user manual). The English system texts are part of the system software and can be neither loaded nor erased.
20 TPS-System 1000 Programs-2.3.1en © Leica IN Loading application programs - Select the command "Transfer files" in the "Utilities" menu , - Mark "Application Program",.
© Leica TPS-System 1000 Programs-2.3.1en 21 IN Licence code When an additional application is first started up, a licence code is requested, so that the application will be fully functional. W ithout this licence code, you can run the applications as a demonstration version, but you will not be able to calculate and store the results.
22 TPS-System 1000 Programs-2.3.1en © Leica IN Carry out the following operations on the instrument: until main menu is displayed. [CONF] Configuration [Autostart] Autoexec-application [LIST] and select "MAIN MENU" Switch of f the instrument and start the data transfer process from the beginning.
© Leica TPS-System 1000 Programs-2.3.1en 23 IN Put crosses against the applications you require and send the form to your nearest Leica agency , which will process your order . Leica Geosystems AG Geodesy CH-9435 Heerbrugg (Switzerland) Software Management Dept.
© Leica TPS-System 1000 Programs-2.3.1en 23 EL GN General notes Settings T o avoid temporarily-stored information being lost when the TPS1000 automatically switches off after long periods of disuse, you should set the "sleep mode" instead of the automatic switchoff.
24 TPS-System 1000 Programs-2.3.1en © Leica EL GN Data exchange If the settings in an application are altered, these changed values will be taken over in the other applications also and in „Measure and record“.
© Leica TPS-System 1000 Programs-2.3.1en 25 EL GN Calling up the program The applications are called up in the main menu. Select the application required and confirm or alternatively type in the number which appears after the program name in the display .
26 TPS-System 1000 Programs-2.3.1en © Leica EL GN The effects of the fixed keys and of a few function keys are the same as their effects in "MEASURE AND RECORD". These keys are generally omitted from the descriptions of the applications and from the ON-LINE help.
© Leica TPS-System 1000 Programs-2.3.1en 27 OH This manual describes the "Orientation and Height T ransfer" program of the TPS SYSTEM 1000 theodolite series. The instrument must be set up on a known point. The program "ORIENT A TION" calculates an angular correction for the instruments horizontal circle, so that 0.
28 TPS-System 1000 Programs-2.3.1en © Leica OH Target Point Enter the tar get point number and height of the reflector . ORINT TARGET POINT 14:03 CALC LIST <-- --> F1 F2 F3 F4 F5 F6 HELP CONF MC Point no. : 12 Refl.Height : 1.300 m Run the calculation.
© Leica TPS-System 1000 Programs-2.3.1en 29 OH Point List Enter a maximum of 10 points. The same point can be retrieved several times. ORINT POINT LIST 14:03 Point 7 : 7 Point 8 : 8 Point 9 : 9 Point.
30 TPS-System 1000 Programs-2.3.1en © Leica OH Measure Mode This dialog is similar to the TPS 1000’ s basic " Measure Mode" dialog. Once a measurement is taken, the program will return to the dialog "T arget Point" to acquire the next point for measuring.
© Leica TPS-System 1000 Programs-2.3.1en 31 OH Calculation Calculates the orientation, the elevation and the respective standard deviations. ORINT RESULTS <ROBUST> 14:03 S.ORI S.HT STORE PLOT MORE Orientation : 2°12'34" σ Elevation : 0.
32 TPS-System 1000 Programs-2.3.1en © Leica OH Record the following results into the active file: WI 11 Station Point Number WI 25 Orientation correction WI 84 Station Easting WI 85 Station Northing WI 86 Station Elevation WI 87 Last reflector height used WI 88 Instrument Height Sketch of the station and the reference points used.
© Leica TPS-System 1000 Programs-2.3.1en 33 OH 2/10 : Sequence number of the current point and total number of points in the measurement set. The scroll bar shows the sequential position of the measurements, graphically . Use for Ht. : Use this measurement for height determination (YES/NO) Status : Use this measurement for calculation (ON/OFF).
34 TPS-System 1000 Programs-2.3.1en © Leica OH Plot Generates a plot showing the measurement configuration. The station point is in the center and the top of the sketch shows the direction of grid north. The sketch is true in angular but not true in distances.
© Leica TPS-System 1000 Programs-2.3.1en 35 OH Configuration Configuration Editor Start the "Configuration Editor" from the " TARGET- POINT" dialog. ORINT CONFIGURATION 14:03 Log FlName : ORIENT.LOG MC Hz Ori Acc : 0°00'32" Ht Acc TP : 0.
36 TPS-System 1000 Programs-2.3.1en © Leica OH Posn Acc TP : Position accuracy of the target points. The entered value, is used as an "a priori" accuracy in the calculation. The position is regarded as "error free", if the computed standard deviation is within twice the entered value.
© Leica TPS-System 1000 Programs-2.3.1en 37 OH Dual-face Measurement Log file In the dual-face mode, the program will prompt for measurements in both faces. When both measurements are taken, the program will check the difference between the two. If the dif ference in angle is within 27' (0.
38 TPS-System 1000 Programs-2.3.1en © Leica OH Leica VIP Orientation + Ht. Transfer V 2.10 Instrument : TCM1 100, Serial 412160, (not named) User templ. : User 1 Meas. file : FILE12.GSI Program Start : 09/04/1996 at 12:57 Station no. : 2000 E= -0.0006m N= -0.
© Leica TPS-System 1000 Programs-2.3.1en 39 IV EL AH OH RE Resection Introduction This manual describes the "Resection" program of the TPS SYSTEM 1000 theodolite series.
IV EL AH OH RE 40 TPS-System 1000 Programs-2.3.1en © Leica Station Data Enter station point number and height of the instrument. RESEC STATION DATA 14:03 α NUM F1 F2 F3 F4 F5 F6 HELP CONF Station no.
© Leica TPS-System 1000 Programs-2.3.1en 41 IV EL AH OH RE Target Point Enter the tar get point number and height of the reflector . RESEC TARGET POINT 14:03 IMPOR α NUM F1 F2 F3 F4 F5 F6 HELP Point no. : 30 Refl.Height : 1.300 m MC Retrieve the coordinates of the point entered from the active file.
IV EL AH OH RE 42 TPS-System 1000 Programs-2.3.1en © Leica Measure Mode This dialog is similar to the TPS System1000’ s basic "Measure Mode" dialog. Once a measurement is taken, the program will return to the dialog "T arget Point" to acquire the next point for measuring.
© Leica TPS-System 1000 Programs-2.3.1en 43 IV EL AH OH RE Calculation In this dialog the calculated station coordinates are shown with the orientation. RESECCALCULATION RESULTS 14:03 SET STORE Orientation : 2°12'34" σ Easting : 0.003 m σ Northing : 0.
IV EL AH OH RE 44 TPS-System 1000 Programs-2.3.1en © Leica Set orientation and station coordinates on the instrument. Note that this key will end the pr ogram.
© Leica TPS-System 1000 Programs-2.3.1en 45 IV EL AH OH RE Configuration Configuration Editor RESEC CONFIGURATION 14:03 INFO DFLT EDIT Log FlName : RESECT.LOG MC F1 F2 F3 F4 F5 F6 HELP Hz Ori Acc : 0°00'32" Ht Acc TP : 0.025 m Posn Acc TP : 0.
IV EL AH OH RE 46 TPS-System 1000 Programs-2.3.1en © Leica Posn Acc TP : Position accuracy of the tar get points. The entered value, is used as an "a priori" accuracy in the calculation. The position is regarded as "error free", if the computed standard deviation is within twice the entered value.
© Leica TPS-System 1000 Programs-2.3.1en 47 IV EL AH OH RE Dual-face Measurement In the dual-face mode, the program will prompt for measurements in both faces. When both measurements are taken, the program will check the difference between the two. If the dif ference in angle is within 27' (0.
IV EL AH OH RE 48 TPS-System 1000 Programs-2.3.1en © Leica Leica VIP Resection V 2.10 Instrument : TCM1 100, Serial 412160, (not named) User templ. : User 1 Meas. file : FILE12.GSI Program Start : 09/04/1996 at 12:52 Using Least-Squares Solution Station no.
© Leica TPS-System 1000 Programs-2.3.1en 49 IV EL AH OH BS TD Tie Distance Introduction This manual describes the "T ie Distance" program of the TPS SYSTEM 1000 theodolite series. The program calculates the length and azimuth of a line connecting two points.
50 TPS-System 1000 Programs-2.3.1en © Leica IV EL AH OH BS TD In Radial Mode, the program will calculate the distance between the last point measured (called a Radial Point) (Pt2, Pt3 .
© Leica TPS-System 1000 Programs-2.3.1en 51 IV EL AH OH BS TD Measure Mode This dialog is used in accordance with the settings of the system function "Measure & Record" or according to the dialog shown below . TIED FIRST POINT 14:03 ALL DIST REC TARGT IMPOR Easting : ----- m Northing : ----- m Elevation : ----- m MC Point no.
52 TPS-System 1000 Programs-2.3.1en © Leica IV EL AH OH BS TD Enter the tar get data. For further information refer to chapter "Measur e & Recor d" of "System" - user manual . Import tar get coordinates. For further information, please refer to chapter "Setup" of "System" - user manual .
© Leica TPS-System 1000 Programs-2.3.1en 53 IV EL AH OH BS TD Results This dialog shows the results computed from the last two points, which can be measured or retrieved from the active file.
54 TPS-System 1000 Programs-2.3.1en © Leica IV EL AH OH BS TD ∆ ∆ ∆ ∆ ∆ Easting : Difference in Easting between point 1 and point 2 ( E 2 - E 1 ). The grid coordinates are only valid for oriented instruments set up on a known point. ∆ ∆ ∆ ∆ ∆ Northing : Dif ference Northing between point 1 and point 2 ( N 2 - N 1 ).
© Leica TPS-System 1000 Programs-2.3.1en 55 IV EL AH OH BS TD Configuration Configuration Editor Start the "Configuration Editor" from the "FIRST POINT" dialog. The "Configuration Editor" sets parameters for further program operations: T wo Faces : Set YES for dual-face measurement, NO for single-face.
56 TPS-System 1000 Programs-2.3.1en © Leica IV EL AH OH BS TD Displays date and version of the running application. Set the values to default. Default values are displayed in dialog on page 55 . Exit the program. Store the current configuration and proceed to the dialog "MEASURE MODE".
© Leica TPS-System 1000 Programs-2.3.1en 57 IV EL AH OH BS TD Log File If "Log File" is set to ON the measurements and the results are stored in the ASCII-file specified within the "Configuration Editor". This file is created in the directory LOG on the memory card.
58 TPS-System 1000 Programs-2.3.1en © Leica IV EL AH OH BS TD Leica VIP Tie Distance V 2.10 Instrument : TCM1 100, Serial 412160, (not named) User T empl. : User 1 Meas. File : FILE12.GSI Program Start : 09/04/1996 at 01:13 Station no. : 1151 E= 0.0000m N= 0.
© Leica TPS-System 1000 Programs-2.3.1en 59 IV EL AH OH BS SM SO Stakeout Introduction This manual describes the " ST AKEOUT" program of the TPS SYSTEM 1000 theodolite series. The program allows points with known coordinates to be placed in the field.
60 TPS-System 1000 Programs-2.3.1en © Leica IV EL AH OH BS SM SO Coarse Positioning Once the coordinates of the stakeout point have been acquired, the program proceeds to "Coarse Positioning". This option is available to direct the prism from the previous point placed to the next.
© Leica TPS-System 1000 Programs-2.3.1en 61 IV EL AH OH BS SM SO STAKE LINE OFFSET 14:03 STAKE F1 F2 F3 F4 F5 F6 HELP METHD PLOT MC Target no. : CURB Azimuth : 90°10'02" Hz : 98°34'45" Line : 4.105 m Offset : 1.250 m ∆ Height : 0.
62 TPS-System 1000 Programs-2.3.1en © Leica IV EL AH OH BS SM SO Orthogonal Setting out values are computed as orthogonal coordinates to the baseline between instrument station and prism. If the elevation is also known, ∆ H is given in relation to the last prism - point measured.
© Leica TPS-System 1000 Programs-2.3.1en 63 IV EL AH OH BS SM SO Hz Angle : Present theodolite direction. Note, if the instrument is oriented and the azimuth and Hz angle are corresponding, the instrument is pointing to the point to be staked.
64 TPS-System 1000 Programs-2.3.1en © Leica IV EL AH OH BS SM SO Azimuth and Distance This method defines the point to be staked in terms of the azimuth and distance from the theodolite station to the point. STAKEAZIMUTH & DISTANCE 14:03 STAKE F1 F2 F3 F4 F5 F6 HELP METHD PLOT MC Target no.
© Leica TPS-System 1000 Programs-2.3.1en 65 IV EL AH OH BS SM SO Slope Dist : Slope distance from the instrument station to the stakeout point. Horiz. Dist : Horizontal distance from the instrument station to the stakeout point. ∆ ∆ ∆ ∆ ∆ Height : Height difference from the instrument station to the stakeout point.
66 TPS-System 1000 Programs-2.3.1en © Leica IV EL AH OH BS SM SO Stakeout Points must have known coordinates. V arious methods can be used, depending on the Stakeout Method set. Motorized instruments can drive the telescope to the horizontal and vertical direction of the point to be staked.
© Leica TPS-System 1000 Programs-2.3.1en 67 IV EL AH OH BS SM SO T arget no. : Point number of the point to be staked. ∆ ∆ ∆ ∆ ∆ Hz : Difference in Hz circle reading between the actual horizontal direction and the calculated direction.
68 TPS-System 1000 Programs-2.3.1en © Leica IV EL AH OH BS SM SO Orthogonal Stakeout Orthogonal of fsets are computed using the baseline between the last measured point and the instrument station. After the first distance measurement, the transverse and longitudinal differences are displayed.
© Leica TPS-System 1000 Programs-2.3.1en 69 IV EL AH OH BS SM SO ∆ ∆ ∆ ∆ ∆ D : Longitudinal displacement of the reflector . Positive in sign if stakeout point is further away from station. ∆ ∆ ∆ ∆ ∆ Height : Difference in height between measured reflector point and the stakeout point.
70 TPS-System 1000 Programs-2.3.1en © Leica IV EL AH OH BS SM SO Stakeout with auxiliary points The stakeout method computes values for points which cannot be sighted directly . Measure to the auxiliary point Pt1. The distance "Dist 1" and angle "Hz angle 1" to the stakeout point are computed.
© Leica TPS-System 1000 Programs-2.3.1en 71 IV EL AH OH BS SM SO Hz Angle 1 : Angle from the first auxiliary point to the stakeout point. Dist 1 : Distance from the first auxiliary point to the stakeout point. Hz Angle 2 : Angle from the second auxiliary point to the stakeout point.
72 TPS-System 1000 Programs-2.3.1en © Leica IV EL AH OH BS SM SO Stakeout from Coordinate Differences After the first distance measurement, the displacements along the grid coordinate axes are displayed.
© Leica TPS-System 1000 Programs-2.3.1en 73 IV EL AH OH BS SM SO ∆ ∆ ∆ ∆ ∆ Height : Difference in height between the measured reflector point and the stakeout point. Positive in sign if stakeout point is higher than the reflector position. Elevation : Elevation of the measured reflector point.
74 TPS-System 1000 Programs-2.3.1en © Leica IV EL AH OH BS SM SO Select Stakeout Method Select the stakeout method in any stakeout dialog. STAKE SELECT METHOD 14:03 POLAR ORTHO AUX GRID LIST F1 F2 F3 F4 F5 F6 HELP MC Coarse Meth : LINE OFFSET Stakeout M.
© Leica TPS-System 1000 Programs-2.3.1en 75 IV EL AH OH BS SM SO 3D Stakeout : ON for 3D stakeout, OFF for 2D stakeout. Position : Select positioning method. (Motorized instruments only): Off Automatic positioning off 2D Positioning of the horizontal drive 3D Positioning vertical and horizontal drive Hght.
76 TPS-System 1000 Programs-2.3.1en © Leica IV EL AH OH BS SM SO Configuration STAKE CONFIGURATION 14:03 INFO DFLT OFF F1 F2 F3 F4 F5 F6 HELP MC Start the "Configuration Editor" from the " SEARCH POINT " dialog. 3D Stake : ON Log File : OFF Log FlName : STAKEOUT.
© Leica TPS-System 1000 Programs-2.3.1en 77 IV EL AH OH BS SM SO Exit the program. Store the current configuration and proceed to the dialog "SEARCH POINT". Log File If "Log File" is set to "ON" the measurements and the results are stored in the ASCII-file specified within the "Configuration Editor".
78 TPS-System 1000 Programs-2.3.1en © Leica IV EL AH OH BS SM SO Leica VIP Stakeout V 2.10 Instrument : TCM1100, Serial 412160, (not named) User templ. : User 1 Meas. file : FILE12.GSI Program Start : 09/04/1996 at 01:18 Station no. : 3000 E= 21.016m N= 64.
© Leica TPS-System 1000 Programs-2.3.1en 79 IV EL AH OH BS SM AS FS Free Station Introduction This manual describes the "FREE ST A TION" program of the TPS SYSTEM 1000 theodolite series.
80 TPS-System 1000 Programs-2.3.1en © Leica IV EL AH OH BS SM AS FS Station Data Enter station point number and height of the instrument. FREST STATION DATA 14:03 α NUM F1 F2 F3 F4 F5 F6 HELP CONF MC Station no. : 1 Inst.Height : 1.555 m Proceed to define the tar get points.
© Leica TPS-System 1000 Programs-2.3.1en 81 IV EL AH OH BS SM AS FS Entry of tar get points into a list as well as selecting points for further use. Displays the previous point from the list of points you entered. Note that this key will not be available until there is at least one point in the list.
82 TPS-System 1000 Programs-2.3.1en © Leica IV EL AH OH BS SM AS FS Measure Mode This dialog is similar to the TPS System 1000’ s basic "MEASURE MODE" dialog. Once a measurement is taken, the program will return to the dialog "DEFINE POINT" to acquire the next point for measuring.
© Leica TPS-System 1000 Programs-2.3.1en 83 IV EL AH OH BS SM AS FS Calculation Calculates the 3D station coordinates and orientation as well as the standard deviation of the results. FREST RESULTS <L.SQRS> 14:03 SET STORE PLOT MORE Orientation : 2°12'34" σ Easting : 0.
84 TPS-System 1000 Programs-2.3.1en © Leica IV EL AH OH BS SM AS FS σ σ σ σ σ Orient : Standard deviation of the Orientation Calc Scale : YES scale factor is calculated, NO scale factor is not calculated Scale : The scale factor of the free station calculation.
© Leica TPS-System 1000 Programs-2.3.1en 85 IV EL AH OH BS SM AS FS More Information Display the residuals of individual measurements. Y ou can also disable points from the calculation of position or height as well as delete erroneous measured points.
86 TPS-System 1000 Programs-2.3.1en © Leica IV EL AH OH BS SM AS FS ∆ ∆ ∆ ∆ ∆ Hz. : Difference between calculated and measured Hz. angle ∆ ∆ ∆ ∆ ∆ Distance : Difference between calculated and measured distance ∆ ∆ ∆ ∆ ∆ Height : Dif ference between calculated and measured height Refl.
© Leica TPS-System 1000 Programs-2.3.1en 87 IV EL AH OH BS SM AS FS Plot Generates a plot showing the measurement configuration. The station point is in the center and the top of the sketch shows the direction of Grid north. The sketch is true in angular but not true in distances.
88 TPS-System 1000 Programs-2.3.1en © Leica IV EL AH OH BS SM AS FS FREST CONFIGURATION 14:03 Log FlName : FREE_STA.LOG MC Hz Ori Acc : 0°00'32" Ht Acc TP : 0.
© Leica TPS-System 1000 Programs-2.3.1en 89 IV EL AH OH BS SM AS FS Posn Acc TP : Position accuracy of the target points. The entered value, is used as an "a priori" accuracy in the calculation. The position is regarded as "error free", if the computed standard deviation is within twice the entered value.
90 TPS-System 1000 Programs-2.3.1en © Leica IV EL AH OH BS SM AS FS Dual-face Measurement In the dual-face mode, the program will prompt for measurements in both faces. When both measurements are taken, the program will check the difference between the two.
© Leica TPS-System 1000 Programs-2.3.1en 91 IV EL AH OH BS SM AS FS The residuals for - horizontal angles, - heights and - measured distances are also listed. Leica VIP Free Station V 2.10 Instrument : TCM1800, Serial 410000, (not named) User templ. : User 1 Meas.
92 TPS-System 1000 Programs-2.3.1en © Leica IV EL AH OH BS SM AS FS Using Robust Solution Station no. : 20 0 E= -3.5461m N= -0.7683m EL V= -0.6518m hi= 0.0000m Ori.Corr . : 0°00'20" S.Dev . East : 0.0003m S.Dev . North : 0.0003m S.Dev . Elev .
© Leica TPS-System 1000 Programs-2.3.1en 93 IV EL AH OH BS SM AS FS RL Reference Line Introduction This manual describes the "REFERENCE LINE" program of the TPS SYSTEM 1000 theodolite series. The distance and the angle between two points is calculated by the program.
94 TPS-System 1000 Programs-2.3.1en © Leica IV EL AH OH BS SM AS FS RL The program also allows to determine various values of height determination as shown in the figure below .
© Leica TPS-System 1000 Programs-2.3.1en 95 IV EL AH OH BS SM AS FS RL Baseline Points Determine Base Points This dialog defines the two points of the baseline. Y ou can either manually enter , measure or search for the point in the database. REFLN REFERENCE LINE 14:03 INPUT MEAS SEARC α NUM F1 F2 F3 F4 F5 F6 HELP CONF MC 1.
96 TPS-System 1000 Programs-2.3.1en © Leica IV EL AH OH BS SM AS FS RL Measure a Base Point This dialog is used in accordance with the settings of the system function "Measure & Record" or according to the dialog shown below . Simultaneously measure and record in the active file.
© Leica TPS-System 1000 Programs-2.3.1en 97 IV EL AH OH BS SM AS FS RL Change the theodolite face. Call up the CODE function, as described in chapter "Measur e & Recor d" of "SYSTEM" - user manual.
98 TPS-System 1000 Programs-2.3.1en © Leica IV EL AH OH BS SM AS FS RL Define Reference Line The reference line can be defined by entering a distance value, a line offset value and an angle value for the base line. Heights can be changed by a constant rate (eg, 1m) by entering a H offset value.
© Leica TPS-System 1000 Programs-2.3.1en 99 IV EL AH OH BS SM AS FS RL Results Reference Line The "RESUL TS REF LINE" dialog displays the data of the measured point refering to the reference line, as shown in dialog below: Point No. : The point number of the stakeout point.
100 TPS-System 1000 Programs-2.3.1en © Leica IV EL AH OH BS SM AS FS RL Simultaneously execute distance measurement and record the measurement. Measure a distance.
© Leica TPS-System 1000 Programs-2.3.1en 101 IV EL AH OH BS SM AS FS RL Configuration Configuration Editor Start the "Configuration Editor" from the " 1. POINT BASELINE " dialog. REFLN CONFIGURATION 14:03 INFO DFLT OFF Offset : ON Line / α : OFF H.
102 TPS-System 1000 Programs-2.3.1en © Leica IV EL AH OH BS SM AS FS RL Rec Diff : Set to NONE , no additional measurement is recorded. Set to O the program will record ∆ Offset values only . Set to O/ L , the program will record both ∆ Of fset and ∆ Line values.
© Leica TPS-System 1000 Programs-2.3.1en 103 IV EL AH OH BS SM AS FS RL Log File If "Log File" is set to ON the measurements and the results are stored in the ASCII-file specified within the "Configuration Editor". This file is created in the directory LOG on the memory card.
104 TPS-System 1000 Programs-2.3.1en © Leica IV EL AH OH BS SM AS FS RL Leica VIP Reference Line V 2.10 Instrument : TCM1100, Serial 430000, Joe’ s theodolite User T empl. : User 1 Meas. File : FILE01.GSI Program Start : 02/23/1995 at 13:00 Station no.
© Leica TPS-System 1000 Programs-2.3.1en 105 IV EL AH OH BS SM AS FS BL RH Remote Height Introduction This manual describes the "Remote Height" program of the TPS System 1000 theodolite series. The distance and the angle between two points is calculated by the program.
106 TPS-System 1000 Programs-2.3.1en © Leica IV EL AH OH BS SM AS FS BL RH Measure Base Point This dialog is used in accordance with the settings of the system function "Measure & Record" or according to the dialog shown below . REMHT MEASURE BASE PT 14:03 ALL DIST REC TARGT REMOT α NUM F1 F2 F3 F4 F5 F6 Point no.
© Leica TPS-System 1000 Programs-2.3.1en 107 IV EL AH OH BS SM AS FS BL RH Enter the target data. . For further information refer to chapter "Measure & Recor d" of the "SYSTEM " - user manual. Proceed with "REMOTE POINT" dialog.
108 TPS-System 1000 Programs-2.3.1en © Leica IV EL AH OH BS SM AS FS BL RH Measure Remote Point Once the base point has been measured, this dialog shows the position of the point - above or below the base point - aimed with the telescope. The data are immediately updated while turning the instrument.
© Leica TPS-System 1000 Programs-2.3.1en 109 IV EL AH OH BS SM AS FS BL RH Record the measurement in the database. Enter the target data. . For further information refer to chapter "Measure & Recor d" of the "SYSTEM " - user manual.
110 TPS-System 1000 Programs-2.3.1en © Leica IV EL AH OH BS SM AS FS BL RH Start the "Configuration Editor" from the "MEASURE REMOTE POINT" dialog. REMHT CONFIGURATION 14:03 INFO DFLT YES F1 F2 F3 F4 F5 F6 HELP MC User Displ : NO Hor.
© Leica TPS-System 1000 Programs-2.3.1en 111 IV EL AH OH BS SM AS FS BL HB HP Hidden Point Introduction This manual describes the "HIDDEN POINT" program of the TPS SYSTEM 1000 instruments. The program allows measurements to a point that is not directly visible using a special hidden-point rod.
112 TPS-System 1000 Programs-2.3.1en © Leica IV EL AH OH BS SM AS FS BL HB HP E PROG_Z14 H N N 0 E 0 R1-R2 R1-R3 Start the "Configuration Editor" from the " MEASURE" dialog. HDNPT CONFIGURATION 14:03 INFO DFLT YES MC User Displ : NO Meas.
© Leica TPS-System 1000 Programs-2.3.1en 113 IV EL AH OH BS SM AS FS BL HB HP Meas. T ol : Limit for the dif ference between the given and measured spacing of the reflectors. If the tolerance value is exceeded, the program will issue a warning. In case of measurements with 3 prism the values are also used as limit for the max.
114 TPS-System 1000 Programs-2.3.1en © Leica IV EL AH OH BS SM AS FS BL HB HP Measure Rod The program will display the TPS 1000 "Measure & Record"dialog or the dialog shown below . If the difference of the given and measured spacing between the reflectors exceeds the "Meas.
© Leica TPS-System 1000 Programs-2.3.1en 115 IV EL AH OH BS SM AS FS BL HB HP Enter the target data. For further information refer to chapter "Measur e & Record" of "SYSTEM" - user manual.
116 TPS-System 1000 Programs-2.3.1en © Leica IV EL AH OH BS SM AS FS BL HB HP V : V ertical angle to the hidden point. Slope. Dist. : Slope distance to the hidden point. Height Diff : Height difference from instrument station to the hidden point. Easting : Calculated Easting (E) for the hidden point.
© Leica TPS-System 1000 Programs-2.3.1en 117 IV EL AH OH BS SM AS FS BL HB KM AR Area (Computation of Area) Introduction This manual describes the "AREA" program of the TPS SYSTEM 1000 theodolite series. PROG_Z15 H N E Pt1 Pt2 Pt3 Pt4 PT5 Pt6 An area can be defined by a series of straight lines and arcs.
118 TPS-System 1000 Programs-2.3.1en © Leica IV EL AH OH BS SM AS FS BL HB KM AR Measure Mode Straight line AREA MEASURE POINT 14:03 Height diff : ----- m Easting : ----- m Northing : ----- m Elevation : 206.7963 m Azimuth : 182°25'05" Seg.
© Leica TPS-System 1000 Programs-2.3.1en 119 IV EL AH OH BS SM AS FS BL HB KM AR Start the "Configuration editor". Deletes last completed segment. Resume at the start of a new segment. Close the area polygon to the start point and calculates area and length of perimeter .
120 TPS-System 1000 Programs-2.3.1en © Leica IV EL AH OH BS SM AS FS BL HB KM AR Arcs During measurement, you can choose the ARC function to measure an arc defined by 3 radial points or 2 points and radius. Select the correct options before proceeding with the first point of the segment.
© Leica TPS-System 1000 Programs-2.3.1en 121 IV EL AH OH BS SM AS FS BL HB KM AR Enter the target data. For further information refer to chapter "Measur e & Recor d" of "SYSTEM" - user manual. Import target coordinates. For further information, please refer to chapter "Setup" of "SYSTEM" - user manual.
122 TPS-System 1000 Programs-2.3.1en © Leica IV EL AH OH BS SM AS FS BL HB KM AR Simultaneously measure and record data on the active recording device. Measure a distance and record data on the active recording device. Measure a distance without recording.
© Leica TPS-System 1000 Programs-2.3.1en 123 IV EL AH OH BS SM AS FS BL HB KM AR Calculation Displays number of segments, computed area and length of perimeter . AREA RESULTS 14:03 MC No. Segs. : 10 Area : 892.888 m² Hectares : 0.089 Perimeter : 295.
124 TPS-System 1000 Programs-2.3.1en © Leica IV EL AH OH BS SM AS FS BL HB KM AR Ar ea r esults recording format Code ( defaul t = 36 ) no . of segments area poly gon lengt h p olygon peri meter =4 4500.3 m 2 392.2 m 41001+00000036 42...+00000004 43.
© Leica TPS-System 1000 Programs-2.3.1en 125 IV EL AH OH BS SM AS FS BL HB KM AR Configuration Configuration Editor Start the "Configuration Editor" from the "MEASURE POINT" dialog. AREA CONFIGURATION 14:03 INFO DFLT YES MC Two Faces : NO Code : 36 Log File : O FF Log FlName : AREA.
126 TPS-System 1000 Programs-2.3.1en © Leica IV EL AH OH BS SM AS FS BL HB KM AR Store the current configuration and proceed to the dialog "MEASURE POINT". Points can be added to the current area or a new area can be started. Exit the program.
© Leica TPS-System 1000 Programs-2.3.1en 127 IV EL AH OH BS SM AS FS BL HB KM AR Log File If "Log File" is set to ON the measurements and the results are stored in the ASCII-file specified within the "Configuration Editor". This file is created in the directory LOG on the memory card.
128 TPS-System 1000 Programs-2.3.1en © Leica IV EL AH OH BS SM AS FS BL HB KM AR Leica VIP Area V 2.10 Instrument : TCM1100, Serial 430000, Joe’ s theodolite User templ. : User 1 Meas. file : FILE01.GSI Program Start : 02/23/1995 at 13:00 Segment Number : 1 Start Point : 1 End Point : 2 H Distance : 5.
© Leica TPS-System 1000 Programs-2.3.1en 129 IV EL AH OH BS SM AS FS BL HB KM FB SA Sets of Angles Introduction This manual describes the "Sets of Angles" program of the TPS SYSTEM 1000 theodolite series. PROG_Z16 E The program permits direction measurements to tar gets of which coordinates are not necessarily known.
130 TPS-System 1000 Programs-2.3.1en © Leica IV EL AH OH BS SM AS FS BL HB KM FB SA Sets Menu Sets menu - view The point numbers and sequence of the targets are stored in the program during the observation of the first half set in face I. This is designated as the "Learning Phase".
© Leica TPS-System 1000 Programs-2.3.1en 131 IV EL AH OH BS SM AS FS BL HB KM FB SA Measure Mode Entry of tar get points into a list as well as selecting points for multiple use. Displays the previous point from the list of points you entered. Note that this key will not be available until ther e is at least one point in the list.
132 TPS-System 1000 Programs-2.3.1en © Leica IV EL AH OH BS SM AS FS BL HB KM FB SA Select alpha-numeric/numeric input. Exit the program. Proceed to the "MEASURE" dialog (displayed below). F1 F2 F3 F4 F5 F6 HELP I<>II SETS FIRST SET 14:03 MC ALL DIST REC TARGT EDIT Point no.
© Leica TPS-System 1000 Programs-2.3.1en 133 IV EL AH OH BS SM AS FS BL HB KM FB SA • Measure Further Set T o measure the sets, the user is guided the measurement sequences. The following dialog selects points used within the 1. half set. The measurement sequence requires no special target selection due to the pre- defined configuration.
134 TPS-System 1000 Programs-2.3.1en © Leica IV EL AH OH BS SM AS FS BL HB KM FB SA T o detect the targets easily , the horizontal and vertical angle dif ferences are shown in a special display . If these are "turned to zero", the selected tar get is visible within the field of view .
© Leica TPS-System 1000 Programs-2.3.1en 135 IV EL AH OH BS SM AS FS BL HB KM FB SA Calculate Mode • Calculate Horizontal and V ertical Sets The display-format is the same for horizontal and vertical directions. The data displayed, refer to the selected calculation.
136 TPS-System 1000 Programs-2.3.1en © Leica IV EL AH OH BS SM AS FS BL HB KM FB SA Results of sets of angles are recorded in the activ file for measurements. (For details see dialog "FORMA TS AND MORE INFORMA TION" ) Show the results of individual measurements on the screen.
© Leica TPS-System 1000 Programs-2.3.1en 137 IV EL AH OH BS SM AS FS BL HB KM FB SA Directions averaged fr om all valid sets. WI 41: Code "HZ-MEAN0" or "V0-MEAN0".
138 TPS-System 1000 Programs-2.3.1en © Leica IV EL AH OH BS SM AS FS BL HB KM FB SA • More Information Further information is given relating to the dif ferences of the measurements. Single points or full sets can be deactivated prior to the calculation.
© Leica TPS-System 1000 Programs-2.3.1en 139 IV EL AH OH BS SM AS FS BL HB KM FB SA Re-calculate the results and return to the dialog showing the results. Display previous set. Display the next set. Display the previous point. Display the next point.
140 TPS-System 1000 Programs-2.3.1en © Leica IV EL AH OH BS SM AS FS BL HB KM FB SA mR 2 " mM = = = ±1" √ s √ 3 Σ v² 23" mR= = = ±2" (N-1)(s-1) (4-1)(3-1) Examples and use.
© Leica TPS-System 1000 Programs-2.3.1en 141 IV EL AH OH BS SM AS FS BL HB KM FB SA A typical example of a V - measurement is shown in the following list: The example shows a survey with 3 sets and 4 targets and directions in ° ' ". The calculations are carried out according to the following table.
142 TPS-System 1000 Programs-2.3.1en © Leica IV EL AH OH BS SM AS FS BL HB KM FB SA Used formulae and designations a = In both faces observed and averaged direction. b = In both faces averaged and reduced direction of a set d = Final averaged direction from all sets.
© Leica TPS-System 1000 Programs-2.3.1en 143 IV EL AH OH BS SM AS FS BL HB KM FB SA Configuration Configuration Editor Start the "Configuration Editor" from the " SETS MENU" dialog. F1 F2 F3 F4 F5 F6 HELP SETS CONFIGURATION 14:03 MC INFO DFLT LIST Meas Method : <> User Displ : NO Hz Tol.
144 TPS-System 1000 Programs-2.3.1en © Leica IV EL AH OH BS SM AS FS BL HB KM FB SA Displays date and version. Set default values. Default values are displayed in dialog "CONFIGURA TION" (page 143) . Exit the program Store the current configuration and proceed to the dialog "SETS MENU".
© Leica TPS-System 1000 Programs-2.3.1en 145 IV EL AH OH BS SM AS FS BL HB KM FB SA Data will always be appended to the specified Log-file. The Log-file contains the following information: Header The header line will contain the program used, information about the instrument, the name of the data file as well as date and time.
146 TPS-System 1000 Programs-2.3.1en © Leica IV EL AH OH BS SM AS FS BL HB KM FB SA Leica VIP Sets of Angles V 2.10 Instrument : TCM1 100, Serial 430000, Joe’ s theodolite User T empl. : User 1 Meas. File : FILE01.GSI Program Start : 01/05/1996 at 13:00 Station no.
© Leica TPS-System 1000 Programs-2.3.1en 147 IV EL AH OH BS SM AS FS BL HB KM FB SA TR Traverse Introduction This manual describes the "T raverse" program of the TPS-System 1000 instruments.
148 TPS-System 1000 Programs-2.3.1en © Leica IV EL AH OH BS SM AS FS BL HB KM FB SA TR Traverse Menu T raverse menu F1 F2 F3 F4 F5 F6 HELP CONF TRAV TRAVERSE MENU 14:03 MC Occupy station 0 Traverse point 1 Sideshot point 2 Close traverse 3 New traverse 4 End program 5 Start the "CONFIGURA TION" .
© Leica TPS-System 1000 Programs-2.3.1en 149 IV EL AH OH BS SM AS FS BL HB KM FB SA TR New traverse Any data of a previous traverse in the memory will be erased at the start of a new traverse. T o avoid unintentional erasing, a confirmation must be made.
150 TPS-System 1000 Programs-2.3.1en © Leica IV EL AH OH BS SM AS FS BL HB KM FB SA TR • Select method of orientation Three dif ferent methods of the orientations are available 1. Confirm the orientation already set in the system. 1 No measurements are performed (SYS).
© Leica TPS-System 1000 Programs-2.3.1en 151 IV EL AH OH BS SM AS FS BL HB KM FB SA TR • Calculate Azimuth This dialog corresponds to the TPS-System 1000 basic dialog. On completion of a measurement, the program continues either with "MUL TIPLE MEAS" or with the "TRA VERSE MENU" according to the settings in the configuration.
152 TPS-System 1000 Programs-2.3.1en © Leica IV EL AH OH BS SM AS FS BL HB KM FB SA TR • Enter Backsight Azimuth This dialog corresponds to the TPS-System 1000 basic dialog with the additional entry of the backsight azimuth.
© Leica TPS-System 1000 Programs-2.3.1en 153 IV EL AH OH BS SM AS FS BL HB KM FB SA TR Occupy station The instrument is set up for a new traverse point or sideshot. The angle measurement (distance measurement is optional) is made to a tie point or to the last traverse point.
154 TPS-System 1000 Programs-2.3.1en © Leica IV EL AH OH BS SM AS FS BL HB KM FB SA TR Selects the last measured sideshot or the last traverse point as the new station. 2 Change the theodolite face. Proceed to the dialog "TRA VERSE MENU". Call up the CODE function.
© Leica TPS-System 1000 Programs-2.3.1en 155 IV EL AH OH BS SM AS FS BL HB KM FB SA TR T raverse Point / Sideshot Point A distance measurement is carried out to the respective tie point. Both functions use the same dialog. This corresponds to the TPS-System 1000 "MEASURE" dialog.
156 TPS-System 1000 Programs-2.3.1en © Leica IV EL AH OH BS SM AS FS BL HB KM FB SA TR Close traverse The program requires a closing point for comparison with the last traverse point measured. The default point number is the starting point of the travers.
© Leica TPS-System 1000 Programs-2.3.1en 157 IV EL AH OH BS SM AS FS BL HB KM FB SA TR No. of Pts. : Number of traverse points Length : Length of traverse Crd.
158 TPS-System 1000 Programs-2.3.1en © Leica IV EL AH OH BS SM AS FS BL HB KM FB SA TR Examples Codeblock with r esults of the traverse closure : WI 41: Code 38 WI 42: Number of traverse points.
© Leica TPS-System 1000 Programs-2.3.1en 159 IV EL AH OH BS SM AS FS BL HB KM FB SA TR Plot Generates a plot showing the measurement configuration. F1 F2 F3 F4 F5 F6 HELP TRAV PLOT 14:03 MC RESLT N Return to the dialog "CLOSURE RESUL TS".
160 TPS-System 1000 Programs-2.3.1en © Leica IV EL AH OH BS SM AS FS BL HB KM FB SA TR F1 F2 F3 F4 F5 F6 HELP TRAV CONFIGURATION 14:03 MC INFO DFLT YES Two Faces : NO Mult Meas : NO Code : 38 Log File : O FF Log FlName : TRAVERSE.
© Leica TPS-System 1000 Programs-2.3.1en 161 IV EL AH OH BS SM AS FS BL HB KM FB SA TR Set all values to default. Default values are shown in dialog on page 160 . Select (NO/YES, alpha-numeric/numeric input, ON/ OFF). Confirm displayed parameter and continues with the "TRA VERSE MENU".
162 TPS-System 1000 Programs-2.3.1en © Leica IV EL AH OH BS SM AS FS BL HB KM FB SA TR Point no. : The tar get point number . No. of Meas : Counter of the measurements. σ σ σ σ σ Hz : Standard deviation of the horizontal direction for a single measurement.
© Leica TPS-System 1000 Programs-2.3.1en 163 IV EL AH OH BS SM AS FS BL HB KM FB SA TR Log File If "Log File" is set to ON the measurements and the results are stored in the ASCII-file specified within the "Configuration Editor". This file is created in the directory LOG on the memory card.
164 TPS-System 1000 Programs-2.3.1en © Leica IV EL AH OH BS SM AS FS BL HB KM FB SA TR Leica VIP Traverse V 2.10 Instrument : TCM1100, Serial 430000, Joe’ s theodolite User T empl : User 1 Meas. File : FILE01.GSI Program Start : 02/23/1995 at 10:25 Backsight : 500 Station : Pt.
© Leica TPS-System 1000 Programs-2.3.1en 165 IV EL AH OH BS SM AS FS BL HB KM FB SA PZ LR Local Resection Introduction This manual describes the "LOCAL RESECTION" program of the TPS SYSTEM 1000 theodolite series. PROG_Z18 E H N Pt1 Pt2 T wo points are measured from any instrument station.
IV EL AH OH BS SM AS FS BL HB KM FB SA PZ LR 166 TPS-System 1000 Programs-2.3.1en © Leica Station Data Enter station point number and height of the instrument. F1 F2 F3 F4 F5 F6 HELP CONF LRES STATION DATA 14:03 MC Station no. : Station2 Inst.Height : 1.
© Leica TPS-System 1000 Programs-2.3.1en 167 IV EL AH OH BS SM AS FS BL HB KM FB SA PZ LR Target Points This dialog is similar to the TPS System 1000’ s basic "MEASURE MODE" dialog. Once the measurement to the first and to the second point is taken, the program will proceed to the dialog "RESUL TS".
IV EL AH OH BS SM AS FS BL HB KM FB SA PZ LR 168 TPS-System 1000 Programs-2.3.1en © Leica Calculation In this dialog the calculated station coordinates are shown with orientation. F1 F2 F3 F4 F5 F6 HELP LRESRESULTS <L.SQRS> 14:03 MC Station no.
© Leica TPS-System 1000 Programs-2.3.1en 169 IV EL AH OH BS SM AS FS BL HB KM FB SA PZ LR Configuration Configuration Editor F1 F2 F3 F4 F5 F6 HELP LRES CONFIGURATION 14:03 MC INFO DFLT YES Start the "Configuration Editor" from the "ST A TION DA T A" dialog.
IV EL AH OH BS SM AS FS BL HB KM FB SA PZ LR 170 TPS-System 1000 Programs-2.3.1en © Leica Dual-face Measurement In the dual-face mode, the program will prompt for measurements in both faces. When both measurements are taken, the program will check the difference between the two.
© Leica TPS-System 1000 Programs-2.3.1en 171 IV EL AH OH BS SM AS FS BL HB KM FB SA PZ RO Road line Introduction The manual describes the program "ROAD LINE" for the Leica TPS 1000 series.
172 TPS-System 1000 Programs-2.3.1en © Leica IV EL AH OH BS SM AS FS BL HB KM FB SA PZ RO The program reads the geometrical elements of an alignment from files expressed in GSI format. The data for the alignment are grouped in accordance with the three components of an alignment.
© Leica TPS-System 1000 Programs-2.3.1en 173 IV EL AH OH BS SM AS FS BL HB KM FB SA PZ RO 2. Permitted elements in V-alignments • Straight defined by chainage and height of starting point • Curve.
174 TPS-System 1000 Programs-2.3.1en © Leica IV EL AH OH BS SM AS FS BL HB KM FB SA PZ RO Program concept The " ALIGNMENT CALCULA TION " program only permits measurements in one face. Before the program is started, the following procedures are carried out: 1.
© Leica TPS-System 1000 Programs-2.3.1en 175 IV EL AH OH BS SM AS FS BL HB KM FB SA PZ RO Alignment Selection of files The files with the definitions for the Hz-alignment, the V-alignment and the cross sections are selected. The names of the files must be in accordance with the guidelines laid down in section "Intr oduction".
176 TPS-System 1000 Programs-2.3.1en © Leica IV EL AH OH BS SM AS FS BL HB KM FB SA PZ RO Checking files The files selected are inspected for formal input errors and for geometrical deviations. The job identification for the three input files is inspected, as are possible errors in the data format e.
© Leica TPS-System 1000 Programs-2.3.1en 177 IV EL AH OH BS SM AS FS BL HB KM FB SA PZ RO Exceeding the permitted tolerance is accepted and the inspection is continued. Longitudinal errors are distributed proportionally by changing the scale. Because of the variable curvature, deviations in the tangential direction are not taken into account.
178 TPS-System 1000 Programs-2.3.1en © Leica IV EL AH OH BS SM AS FS BL HB KM FB SA PZ RO Program flow Chainage and centre-line offset Hght. Shift : 0.000 m ChaingeIncr : 100.000 m F1 F2 F3 F4 F5 F6 HELP ROADL CHAINAGE &OFFSET 14:03 MC Chainage : 0.
© Leica TPS-System 1000 Programs-2.3.1en 179 IV EL AH OH BS SM AS FS BL HB KM FB SA PZ RO Element : The element type on which the chainage displayed is located. The elements are output in full. Both adjacent elements are displayed in the main points.
180 TPS-System 1000 Programs-2.3.1en © Leica IV EL AH OH BS SM AS FS BL HB KM FB SA PZ RO Cross sections • Selecting points in the cross section For setting out, points on the defined cross section can be selected. ROADL CROSS SETIONS 14:03 MC <- - <-- CENTR --> --> Hght.
© Leica TPS-System 1000 Programs-2.3.1en 181 IV EL AH OH BS SM AS FS BL HB KM FB SA PZ RO Offset : Horizontal displacement (centre-line offset) of the centre of the X-section by this amount. HghtOffset : Height displacement of the centre of the X-section (The value of the HghtOffset is also taken into account.
182 TPS-System 1000 Programs-2.3.1en © Leica IV EL AH OH BS SM AS FS BL HB KM FB SA PZ RO • Plot A simple diagram of the cross section is displayed. The vertical scale is exaggerated three times. F1 F2 F3 F4 F5 F6 HELP ROADL PLOT 14:03 MC XSEC Returns to dialog "CROSS SECTION".
© Leica TPS-System 1000 Programs-2.3.1en 183 IV EL AH OH BS SM AS FS BL HB KM FB SA PZ RO The coordinates of a stakeout point are displayed and passed to the program "ST AKEOUT" . Stakeout F1 F2 F3 F4 F5 F6 HELP END ROADL POINT COORDS 14:03 MC Chainage : 34225.
184 TPS-System 1000 Programs-2.3.1en © Leica IV EL AH OH BS SM AS FS BL HB KM FB SA PZ RO X-section Check The function "X-SECTION CHECK" is called in the dialog "CHAINAGE & OFFSET". Any desired point in the topography is measured.
© Leica TPS-System 1000 Programs-2.3.1en 185 IV EL AH OH BS SM AS FS BL HB KM FB SA PZ RO F1 F2 F3 F4 F5 F6 HELP I<>II END ROADL X-SECTION CHECK 14:03 MC Point no. : 12 Remark 1 : ----- Refl.-Height : 1.567 m HZ : 135°40'47" V : 91°34'50" Horiz.
186 TPS-System 1000 Programs-2.3.1en © Leica IV EL AH OH BS SM AS FS BL HB KM FB SA PZ RO Display of r esults Displayed are - chainage, - offset and - height offset in relation to the centre line .
© Leica TPS-System 1000 Programs-2.3.1en 187 IV EL AH OH BS SM AS FS BL HB KM FB SA PZ RO HghtOffset : Height displacement of the point measured in relation to the centre line. (The amount of the vertical displacement is also taken into account.) Hght.
188 TPS-System 1000 Programs-2.3.1en © Leica IV EL AH OH BS SM AS FS BL HB KM FB SA PZ RO Configuration Configuration Editor Start the "Configuration Editor" from the " SELECT ALN FILES " dialog. ROADL CONFIGURATION 14:03 MC INFO DFLT EDIT 3D Stake : ON Log File : OFF Log FlName : ROAD.
© Leica TPS-System 1000 Programs-2.3.1en 189 IV EL AH OH BS SM AS FS BL HB KM FB SA PZ RO Deflct.T ol. : Permissible deviation of the tangent directions for adjacent elements. A message appears if this value is exceeded. The input is always in milligon.
190 TPS-System 1000 Programs-2.3.1en © Leica IV EL AH OH BS SM AS FS BL HB KM FB SA PZ RO Log File If "Log File" is set to ON the measurements and the results are stored in the ASCII-file specified within the "Configuration Editor".
© Leica TPS-System 1000 Programs-2.3.1en 191 IV EL AH OH BS SM AS FS BL HB KM FB SA PZ RO 1 This value results from - the displacement of the zero point of the profile and - the displacement taken from the transverse profile.
192 TPS-System 1000 Programs-2.3.1en © Leica IV EL AH OH BS SM AS FS BL HB KM FB SA PZ RO Data format This section describes the input-data format for the Hz- alignment, the V-alignment and the cross section. T o enter the data, you can use a PC and the program "ROADDA T A.
© Leica TPS-System 1000 Programs-2.3.1en 193 IV EL AH OH BS SM AS FS BL HB KM FB SA PZ RO The header 41....+00Job-ID 42....+HZALIGNM 43....+ST ACOORD WI 41 Job-ID: Job identification consists of 8 alphanumeric characters. WI 42 Fixed name of the Hz-alignment file.
194 TPS-System 1000 Programs-2.3.1en © Leica IV EL AH OH BS SM AS FS BL HB KM FB SA PZ RO The data block 1 1....+0ST A TION 71....+GEOM_ELE 72....+RAD/P ARA 73....+TEMPLA TE 81..10+00000000 82..10+00000000 WI 1 1 ST A TION: Chainage at the start of the element.
© Leica TPS-System 1000 Programs-2.3.1en 195 IV EL AH OH BS SM AS FS BL HB KM FB SA PZ RO Also: • The header is always at the beginning of the file. • The Hz-alignment file must always contain at least two elements. • The units and decimal places used in the WIs 1 1 and 72 are in accordance with the definitions in WIs 81 and 82.
196 TPS-System 1000 Programs-2.3.1en © Leica IV EL AH OH BS SM AS FS BL HB KM FB SA PZ RO PROG_Z21 2 1 4 3 -R +R If the wrong sign (-R) is used, the arc is mirrored between the main points 2 and 3. 410001+Example1 42....+HZALIGNM 43....+ST ACOORD 1 10002+00000000 71.
© Leica TPS-System 1000 Programs-2.3.1en 197 IV EL AH OH BS SM AS FS BL HB KM FB SA PZ RO The project start is at the nadir . After the first straight there follows a left curve, then a right curve. There are also spirals and a straight between the arcs.
198 TPS-System 1000 Programs-2.3.1en © Leica IV EL AH OH BS SM AS FS BL HB KM FB SA PZ RO Element Defined by: Declaration Straight Starting point [chainage, H] STRAIGHT Arc Start of curve [chainage, H], radius R.
© Leica TPS-System 1000 Programs-2.3.1en 199 IV EL AH OH BS SM AS FS BL HB KM FB SA PZ RO The Data block 11....+0ST A TION 71....+GEOM_ELE 72....+RAD/P ARA 83..10+00HEIGHT WI 1 1 ST A TION: Chainage (from the Hz- alignment) at the start of the element.
200 TPS-System 1000 Programs-2.3.1en © Leica IV EL AH OH BS SM AS FS BL HB KM FB SA PZ RO An example of the wrong sign used with an arc of radius R or with the parabola parameter p: 410001+Example1 42....+0V ALIGNM 43....+ST ACOORD 1 10002+00000000 71.
© Leica TPS-System 1000 Programs-2.3.1en 201 IV EL AH OH BS SM AS FS BL HB KM FB SA PZ RO • Cross sections The points in the cross section are defined in accordance with: - the centre-line offset sCLO (neg.: pt. left / pos.: pt. right) and - the height difference sH related to the alignment point (neg.
202 TPS-System 1000 Programs-2.3.1en © Leica IV EL AH OH BS SM AS FS BL HB KM FB SA PZ RO The Header 41....+00Job-ID 42....+TEMPLA TE WI 41 Job-ID: Job identification consists of 8 alphanumeric characters. WI 42 Fixed name of the template file. May not be changed.
© Leica TPS-System 1000 Programs-2.3.1en 203 IV EL AH OH BS SM AS FS BL HB KM FB SA PZ RO Recommendation: If in general you prepare an empty template (only the zero point), you can at any time choose this template in order to manually enter points or to call up axis points.
204 TPS-System 1000 Programs-2.3.1en © Leica IV EL AH OH BS SM AS FS BL HB KM FB SA PZ RO The Road - Data Entry program The Leica "ROADDA T A.EXE" for pr oviding setting-out data files Once the alignment has been designed using road- design software, the resulting data consist of main points, element parameters and cross sections.
© Leica TPS-System 1000 Programs-2.3.1en 205 IV EL AH OH BS SM AS FS BL HB KM FB SA PZ LB TB CO COGO Introduction This manual describes the " COGO " program of the TPS SYSTEM 1000 theodolite series. The following provides a general overview of the individual COGO functions.
206 TPS-System 1000 Programs-2.3.1en © Leica IV EL AH OH BS SM AS FS BL HB KM FB SA PZ LB TB CO The point coordinates can either: • be determined by measurement, • entered manually using a keyboard or • read from the memory card. Data, both measured and read from the file, can be mixed.
© Leica TPS-System 1000 Programs-2.3.1en 207 IV EL AH OH BS SM AS FS BL HB KM FB SA PZ LB TB CO Configuration Start the "Configurations Editor" from the " COGO MENU " dialogue. COGO CONFIGURATION 14:03 MC Direc. Type : Bearing Offset : YES INFO DFLT LIST F1 F2 F3 F4 F5 F6 HELP Displays date and version.
208 TPS-System 1000 Programs-2.3.1en © Leica IV EL AH OH BS SM AS FS BL HB KM FB SA PZ LB TB CO Function selection (COGO Menu) COGO COGO MENU 14:03 F1 F2 F3 F4 F5 F6 HELP CONF MC Inverse 0 Traverse 1 Intersections 2 Offsets 3 3 Point Arc 4 End COGO 5 Call up the "Configuration-Editor".
© Leica TPS-System 1000 Programs-2.3.1en 209 IV EL AH OH BS SM AS FS BL HB KM FB SA PZ LB TB CO N Inverse (polar calculation) Computes distance and direction between two points.
210 TPS-System 1000 Programs-2.3.1en © Leica IV EL AH OH BS SM AS FS BL HB KM FB SA PZ LB TB CO Call up the function in the " COGO MENU " dialog. COGO INVERSE FROM 14:03 INPUT MEAS SEARC α NUM F1 F2 F3 F4 F5 F6 HELP MC Rec. device : Memory Card Search in : FILE01.
© Leica TPS-System 1000 Programs-2.3.1en 211 IV EL AH OH BS SM AS FS BL HB KM FB SA PZ LB TB CO The following dialog box shows the result of the polar calculation from both the given points: COGO INVERSE RESULTS 14:03 F1 F2 F3 F4 F5 F6 HELP MC From : 1010 To : 1020 Southwest : 89°37'45" Horiz.
212 TPS-System 1000 Programs-2.3.1en © Leica IV EL AH OH BS SM AS FS BL HB KM FB SA PZ LB TB CO Traverse Computes a new point given a direction and distance from a known point.
© Leica TPS-System 1000 Programs-2.3.1en 213 IV EL AH OH BS SM AS FS BL HB KM FB SA PZ LB TB CO Call up the function from the " COGO MENU ". COGO TRAVERSE FROM 14:03 INPUT MEAS SEARC α NUM F1 F2 F3 F4 F5 F6 HELP MC Rec. device : Memory Card Search in : FILE01.
214 TPS-System 1000 Programs-2.3.1en © Leica IV EL AH OH BS SM AS FS BL HB KM FB SA PZ LB TB CO Defining direction by magnetic bearing If " Bearing " is selected in the configuration during " Direc.
© Leica TPS-System 1000 Programs-2.3.1en 215 IV EL AH OH BS SM AS FS BL HB KM FB SA PZ LB TB CO Changing the dir ection see under existing dialog box "MODIFY BEARING" Exit the program.
216 TPS-System 1000 Programs-2.3.1en © Leica IV EL AH OH BS SM AS FS BL HB KM FB SA PZ LB TB CO Defining direction by Azimuth If " Azimuth " is selected in the configuration during " Direc.
© Leica TPS-System 1000 Programs-2.3.1en 217 IV EL AH OH BS SM AS FS BL HB KM FB SA PZ LB TB CO COGO MODIFY AZIMUTH 14:03 F1 F2 F3 F4 F5 F6 HELP MC Azimuth : 0°00'00" Multiply : ----- Divide : ----- Add : 0°00'00" Subtract : 0°00'00" Azimuth : 0°00'00" EDIT Azimuth : Display of entered Azimuth (ref.
218 TPS-System 1000 Programs-2.3.1en © Leica IV EL AH OH BS SM AS FS BL HB KM FB SA PZ LB TB CO Defining horizontal distance COGO TRAVERSE 14:03 F1 F2 F3 F4 F5 F6 HELP MODIF MC Distance to Traverse Horiz.Dist. : 0.000 m Offset : 0.000 m INV RCALL EDIT Horiz Dist : Entering horizontal distance Offset : Entering parallel displacement.
© Leica TPS-System 1000 Programs-2.3.1en 219 IV EL AH OH BS SM AS FS BL HB KM FB SA PZ LB TB CO COGO MODIFY DISTANCE 14:03 F1 F2 F3 F4 F5 F6 HELP MC Horiz.Dist. : 0.000 m Multiply : ----- Divide : ----- Add : 0.000 m Subtract : 0.000 m Horiz.Dist. : 0.
220 TPS-System 1000 Programs-2.3.1en © Leica IV EL AH OH BS SM AS FS BL HB KM FB SA PZ LB TB CO The following dialog box shows the result of the traverse: COGO TRAVERSE RESULTS 14:03 F1 F2 F3 F4 F5 F6 HELP MC Point no. : ----- Easting : 0.000 m Northing : 0.
© Leica TPS-System 1000 Programs-2.3.1en 221 IV EL AH OH BS SM AS FS BL HB KM FB SA PZ LB TB CO Intersections Call up the function from the " COGO MENU ".
222 TPS-System 1000 Programs-2.3.1en © Leica IV EL AH OH BS SM AS FS BL HB KM FB SA PZ LB TB CO N Bearing-Bearing Intersection N H COGO_02 E Sear ch : • Coordinates of intersection (Y , X) Given : .
© Leica TPS-System 1000 Programs-2.3.1en 223 IV EL AH OH BS SM AS FS BL HB KM FB SA PZ LB TB CO COGO BEARING #1 FROM 14:03 INPUT MEAS SEARC α NUM F1 F2 F3 F4 F5 F6 HELP MC Rec. device : Memory Card Search in : FILE01.GSI Point/Code : 58 Manual entering of the first (second) point.
224 TPS-System 1000 Programs-2.3.1en © Leica IV EL AH OH BS SM AS FS BL HB KM FB SA PZ LB TB CO If " Bearing " is selected in the configuration during " Direc.
© Leica TPS-System 1000 Programs-2.3.1en 225 IV EL AH OH BS SM AS FS BL HB KM FB SA PZ LB TB CO INPUT Enter bearing, mangnetic bearing resp. azimuth (if " Azimuth " is selected in the configuration during " Direc.
226 TPS-System 1000 Programs-2.3.1en © Leica IV EL AH OH BS SM AS FS BL HB KM FB SA PZ LB TB CO The following dialog box shows the result of the bearing-bearing intersection: COGOBRG-BRG RESULTS 14:03 F1 F2 F3 F4 F5 F6 HELP MC Point no. : ----- Easting : 0.
© Leica TPS-System 1000 Programs-2.3.1en 227 IV EL AH OH BS SM AS FS BL HB KM FB SA PZ LB TB CO Search : • Bearing-bearing coordinates S1 and S2 (Y , X) Given : • point 1 (Y , X), direction (magn.
228 TPS-System 1000 Programs-2.3.1en © Leica IV EL AH OH BS SM AS FS BL HB KM FB SA PZ LB TB CO COGO BEARING FROM 14:03 INPUT MEAS SEARC α NUM F1 F2 F3 F4 F5 F6 HELP MC Rec. device : Memory Card Search in : FILE01.GSI Point/Code : 58 Manual entering of the first point (or circle centre point).
© Leica TPS-System 1000 Programs-2.3.1en 229 IV EL AH OH BS SM AS FS BL HB KM FB SA PZ LB TB CO If " Bearing " is selected in the configuration during " Direc.
230 TPS-System 1000 Programs-2.3.1en © Leica IV EL AH OH BS SM AS FS BL HB KM FB SA PZ LB TB CO INPUT Enter bearing, mangnetic bearing resp. azimuth (if " Azimuth " is selected in the configuration during " Direc.
© Leica TPS-System 1000 Programs-2.3.1en 231 IV EL AH OH BS SM AS FS BL HB KM FB SA PZ LB TB CO Enter distance fr om point: COGOBEARING-DISTANCE 14:03 F1 F2 F3 F4 F5 F6 HELP MODIF MC Distance from point Horiz.Dist. : 0.000 m INV RCALL EDIT Horiz.Dist.
232 TPS-System 1000 Programs-2.3.1en © Leica IV EL AH OH BS SM AS FS BL HB KM FB SA PZ LB TB CO COGO BRG-DIST RESULTS 14:03 F1 F2 F3 F4 F5 F6 HELP MC Point no. : ----- Easting : 0.000 m Northing : 0.000 m Elevation : ----- OTHER STORE STAKE The following dialog box shows the result of the bearing-distance intersection: Point no.
© Leica TPS-System 1000 Programs-2.3.1en 233 IV EL AH OH BS SM AS FS BL HB KM FB SA PZ LB TB CO Distance-Distance Intersection Search : • Bearing-bearing coordinates S1 and S2 (Y , X) Given : • p.
234 TPS-System 1000 Programs-2.3.1en © Leica IV EL AH OH BS SM AS FS BL HB KM FB SA PZ LB TB CO COGO DISTANCE #1 FROM 14:03 INPUT MEAS SEARC α NUM F1 F2 F3 F4 F5 F6 HELP MC Rec. device : Memory Card Search in : FILE01.GSI Point/Code : 58 Manual entering of the first circle centre point (2 nd circle centre point).
© Leica TPS-System 1000 Programs-2.3.1en 235 IV EL AH OH BS SM AS FS BL HB KM FB SA PZ LB TB CO Enter distance from points: COGO DISTANCE-DISTANCE 14:03 F1 F2 F3 F4 F5 F6 HELP MODIF MC Distance from first point Horiz.Dist. : 0.000 m INV RCALL EDIT Horiz.
236 TPS-System 1000 Programs-2.3.1en © Leica IV EL AH OH BS SM AS FS BL HB KM FB SA PZ LB TB CO The following dialog box shows the result of the distance/distance intersection: COGO DIST-DIST RESULTS 14:03 F1 F2 F3 F4 F5 F6 HELP MC Point no. : ----- Easting : 0.
© Leica TPS-System 1000 Programs-2.3.1en 237 IV EL AH OH BS SM AS FS BL HB KM FB SA PZ LB TB CO Offsets Call up the function in the " COGO MENU ".
238 TPS-System 1000 Programs-2.3.1en © Leica IV EL AH OH BS SM AS FS BL HB KM FB SA PZ LB TB CO N Sear ch : • Dif ference in length/abscissa (L) • Lateral deviation/ordinate (Q) • Base point co.
© Leica TPS-System 1000 Programs-2.3.1en 239 IV EL AH OH BS SM AS FS BL HB KM FB SA PZ LB TB CO COGO BASELINE START PT. 14:03 INPUT MEAS SEARC α NUM F1 F2 F3 F4 F5 F6 HELP MC Rec. device : Memory Card Search in : FILE01.GSI Point/Code : 58 Manual entering of the baseline start point resp.
240 TPS-System 1000 Programs-2.3.1en © Leica IV EL AH OH BS SM AS FS BL HB KM FB SA PZ LB TB CO The following dialog box shows the results: COGO OFFSET RESULTS 14:03 F1 F2 F3 F4 F5 F6 HELP MC Point no. : ----- Easting : 0.000 m Northing : 0.000 m Elevation : ----- Distance : 0.
© Leica TPS-System 1000 Programs-2.3.1en 241 IV EL AH OH BS SM AS FS BL HB KM FB SA PZ LB TB CO Call up the program "Stakeout". The program "Plotting" assumes that the instrument is set and oriented to a known point. If "Point no.
242 TPS-System 1000 Programs-2.3.1en © Leica IV EL AH OH BS SM AS FS BL HB KM FB SA PZ LB TB CO Explanation of the polarity rule of L and Q During entering, the polarity is based on the straight line 1 -> 2.
© Leica TPS-System 1000 Programs-2.3.1en 243 IV EL AH OH BS SM AS FS BL HB KM FB SA PZ LB TB CO Enter distance along baseline (L): COGODISTANCE FROM START 14:03 F1 F2 F3 F4 F5 F6 HELP MODIF MC Distance along baseline Horiz.Dist. : 0.000 m INV RCALL EDIT Horiz.
244 TPS-System 1000 Programs-2.3.1en © Leica IV EL AH OH BS SM AS FS BL HB KM FB SA PZ LB TB CO Enter lateral deviation/distance from start (Q): COGO OFFSET 14:03 F1 F2 F3 F4 F5 F6 HELP MODIF MC Perpendicular offset from BL Horiz.Dist. : 0.000 m INV RCALL EDIT Horiz.
© Leica TPS-System 1000 Programs-2.3.1en 245 IV EL AH OH BS SM AS FS BL HB KM FB SA PZ LB TB CO The following dialog box shows the results of the orthogonal point calculation: COGO OFFSET RESULTS 14:03 F1 F2 F3 F4 F5 F6 HELP MC Point no. : ----- Easting : 0.
246 TPS-System 1000 Programs-2.3.1en © Leica IV EL AH OH BS SM AS FS BL HB KM FB SA PZ LB TB CO Three Point Arc N COGO_05 E 1 H N 3 2 Circle centre Sear ch : • Circle centre coordinates (Y , X), .
© Leica TPS-System 1000 Programs-2.3.1en 247 IV EL AH OH BS SM AS FS BL HB KM FB SA PZ LB TB CO COGO FIRST PT ON ARC 14:03 INPUT MEAS SEARC α NUM F1 F2 F3 F4 F5 F6 HELP MC Rec. device : Memory Card Search in : FILE01.GSI Point/Code : 58 Manual entering of the first resp.
248 TPS-System 1000 Programs-2.3.1en © Leica IV EL AH OH BS SM AS FS BL HB KM FB SA PZ LB TB CO The following dialog box shows the results of the calculation: COGO RADIUS PT RESULTS 14:03 F1 F2 F3 F4 F5 F6 HELP MC Point no. : ----- Easting : 0.000 m Northing : 0.
© Leica TPS-System 1000 Programs-2.3.1en 249 IV EL AH OH BS SM AS FS BL HB KM FB SA PZ LB TB CO RP Road Plus Introduction This manual describes the " ROADPLUS " program of the TPS SYSTEM 1000 theodolite series. The program allows for the stakeout of roads using the typical offset method of construction staking.
250 TPS-System 1000 Programs-2.3.1en © Leica IV EL AH OH BS SM AS FS BL HB KM FB SA PZ LB TB CO RP The five identifiers ALN, PRF , CRS, ST A and EQN identify the type of file and must be used when creating the data files. The ? can be any valid DOS character .
© Leica TPS-System 1000 Programs-2.3.1en 251 IV EL AH OH BS SM AS FS BL HB KM FB SA PZ LB TB CO RP 2. Permitted elements in V-alignments • Straight defined by chainage and height of starting point .
252 TPS-System 1000 Programs-2.3.1en © Leica IV EL AH OH BS SM AS FS BL HB KM FB SA PZ LB TB CO RP Creating Data Files There are two methods that can be used to create the necessary data files. If the program called "FILE EDIT OR" is loaded into the theodolite, all necessary data for a given component can be entered through the keyboard.
© Leica TPS-System 1000 Programs-2.3.1en 253 IV EL AH OH BS SM AS FS BL HB KM FB SA PZ LB TB CO RP Call up the "Configuration-Editor". Before selecting the alignment files to use, you should enter the configuration parameters for the job. 6.
254 TPS-System 1000 Programs-2.3.1en © Leica IV EL AH OH BS SM AS FS BL HB KM FB SA PZ LB TB CO RP Configuration Start the "Configuration-Editor" from the "SELECT ALN FILES" dialog. ROAD+ CONFIGURATION 14:03 MC INFO DFLT EDIT 3D Stake : ON Crs.
© Leica TPS-System 1000 Programs-2.3.1en 255 IV EL AH OH BS SM AS FS BL HB KM FB SA PZ LB TB CO RP Crs. Intrpl. : The abbreviation means "Cross Section Interpolation". When this is set to ON, cross sections will be interpolated both along and between cross sections.
256 TPS-System 1000 Programs-2.3.1en © Leica IV EL AH OH BS SM AS FS BL HB KM FB SA PZ LB TB CO RP ROAD+ SELECT ALN FILES 14:03 MC Horiz. Aln.: ALN_EX1 Vert. Aln. : PRF_EX1 Cross Secs : CRS_EX1 Crs.Assign : STA_EX1 Station Eq : EQN_EX1 Log FlName : ROADPLUS.
© Leica TPS-System 1000 Programs-2.3.1en 257 IV EL AH OH BS SM AS FS BL HB KM FB SA PZ LB TB CO RP The horizontal alignment file contains the following elements: • Station locations • Straight line segments • Circular curves • Spiral curves • Compound curves • End of Project (EOP) Select the horizontal alignment file.
258 TPS-System 1000 Programs-2.3.1en © Leica IV EL AH OH BS SM AS FS BL HB KM FB SA PZ LB TB CO RP Cr oss Section Definition When defining the cross section both a cut and fill template can be created similar to the following diagrams.
© Leica TPS-System 1000 Programs-2.3.1en 259 IV EL AH OH BS SM AS FS BL HB KM FB SA PZ LB TB CO RP The cross section assignment file contains the following elements: • Cross Section name • Starting Chainage A cross section assigned in this manner will remain in effect until another cross section is defined.
260 TPS-System 1000 Programs-2.3.1en © Leica IV EL AH OH BS SM AS FS BL HB KM FB SA PZ LB TB CO RP • Cross Section Interpolation Cross sections can be interpolated both along the cross section i.e. between defined points, and between cross sections themselves.
© Leica TPS-System 1000 Programs-2.3.1en 261 IV EL AH OH BS SM AS FS BL HB KM FB SA PZ LB TB CO RP • Superelevation/W idening Superelevation is controlled by the cross sections. Cross sections must be placed at the appropriate chainage for the beginning of superelevation, full superelevation and back to no superelevation.
262 TPS-System 1000 Programs-2.3.1en © Leica IV EL AH OH BS SM AS FS BL HB KM FB SA PZ LB TB CO RP Station Equation File Station equations are used to adjust the alignment stationing. The most common reason for doing so is the insertion or removal of curves.
© Leica TPS-System 1000 Programs-2.3.1en 263 IV EL AH OH BS SM AS FS BL HB KM FB SA PZ LB TB CO RP File Checking During the file checking process, each file is inspected for possible errors in the data format such as missing or incorrect word index. If errors are found, an error message is displayed indicating the type of error .
264 TPS-System 1000 Programs-2.3.1en © Leica IV EL AH OH BS SM AS FS BL HB KM FB SA PZ LB TB CO RP Stakeout Using Horizon- tal Offset The most common method for staking out roads, pavement, curb & gutter etc. is to use a horizontal offset from the actual point.
© Leica TPS-System 1000 Programs-2.3.1en 265 IV EL AH OH BS SM AS FS BL HB KM FB SA PZ LB TB CO RP Our bike path is about 30 m in length as illustrated here. The riding surface is 3 m wide, lying 1.5 m on each side of the centerline. From the edge of the driving surface, fill slopes extend downward at a slope of 2:1.
266 TPS-System 1000 Programs-2.3.1en © Leica IV EL AH OH BS SM AS FS BL HB KM FB SA PZ LB TB CO RP Horizontal Alignment: ALN_EX1.GSI Station Element Rad/Par T emplate E N 0.000 Straight 0.000 Tutor 305.000 305.000 7.620 Curve 9.080 T utor 305.000 312.
© Leica TPS-System 1000 Programs-2.3.1en 267 IV EL AH OH BS SM AS FS BL HB KM FB SA PZ LB TB CO RP V ertical Alignment : PRF_EX1.GSI Chainage Element Rad/Par H 1 0 Straight 0 31.100 2 27.918 EOP 0 31.654 T emplate: CRS_EX1.GSI The horizontal alignment file specifies a template for each chainage.
268 TPS-System 1000 Programs-2.3.1en © Leica IV EL AH OH BS SM AS FS BL HB KM FB SA PZ LB TB CO RP 2. Copy the alignment and template files to your PCMCIA card. Copy the files into the GSI subdirectory on your PCMCIA card. If the GSI subdirectory doesn’t already exist on the PCMCIA card, you will need to create one.
© Leica TPS-System 1000 Programs-2.3.1en 269 IV EL AH OH BS SM AS FS BL HB KM FB SA PZ LB TB CO RP Element : This displays the element for the chosen chainage such as POB, PC, CUR VE etc. Offset : Horizontal offset to apply to the current chainage. Hght Offset : V ertical offset to apply to the current chainage.
270 TPS-System 1000 Programs-2.3.1en © Leica IV EL AH OH BS SM AS FS BL HB KM FB SA PZ LB TB CO RP Select T emplate point and offset The first step in the procedure is to select a point on the cross section to be staked and enter the offset. Access the cross section options.
© Leica TPS-System 1000 Programs-2.3.1en 271 IV EL AH OH BS SM AS FS BL HB KM FB SA PZ LB TB CO RP Stake Offs. : This is the offset value that will be used for setting the offset stake. If the point is left of centerline, the value entered must be a negative number .
272 TPS-System 1000 Programs-2.3.1en © Leica IV EL AH OH BS SM AS FS BL HB KM FB SA PZ LB TB CO RP The offset value needs to be set to a -0.600 m. The negative value is used because the point to stake is left of centerline. T o accept the value press .
© Leica TPS-System 1000 Programs-2.3.1en 273 IV EL AH OH BS SM AS FS BL HB KM FB SA PZ LB TB CO RP The most common method used is the "HORIZON- T AL" method. T o select this method, move the cursor to "S. Offset Ht" and press to display the three options.
274 TPS-System 1000 Programs-2.3.1en © Leica IV EL AH OH BS SM AS FS BL HB KM FB SA PZ LB TB CO RP STAKE POLAR STAKEOUT 14:03 MC Target no. : 3 ∆ Hz : 0°00'00" ∆ Dist : 0.
© Leica TPS-System 1000 Programs-2.3.1en 275 IV EL AH OH BS SM AS FS BL HB KM FB SA PZ LB TB CO RP Stakeout Next point on Cross Section ROAD+ CROSS SECTIONS 14:03 MC 1R Chainage : 0.000 Template : +000tutor ∆ CL Offset : 1.500 m ∆ CL Hgt Diff : -0.
276 TPS-System 1000 Programs-2.3.1en © Leica IV EL AH OH BS SM AS FS BL HB KM FB SA PZ LB TB CO RP STAKE POLAR STAKEOUT 14:03 MC Target no. : 4 ∆ Hz : 0°00'00" ∆ Dist : 0.007 m ∆ Height :FILL 1.320 m Elevation : 32.700 m ALL DIST REC TARGT α NUM F1 F2 F3 F4 F5 F6 HELP METHD PLOT ROAD+ CROSS SECTIONS 14:03 MC 1R Chainage : 0.
© Leica TPS-System 1000 Programs-2.3.1en 277 IV EL AH OH BS SM AS FS BL HB KM FB SA PZ LB TB CO RP ROAD+ CHAINAGE & OFFSET 14:03 MC Chainage : 0.000 Element : POB Offset : 0.000 m Hght Offset : 0.000 m CHECK CH--> <--CH XSEC EDIT F1 F2 F3 F4 F5 F6 HELP Moves to the next chainage (you also may enter a chainage).
278 TPS-System 1000 Programs-2.3.1en © Leica IV EL AH OH BS SM AS FS BL HB KM FB SA PZ LB TB CO RP ROAD+ POINT COORDS 14:03 MC Chainage : 25.000 Refl.
© Leica TPS-System 1000 Programs-2.3.1en 279 IV EL AH OH BS SM AS FS BL HB KM FB SA PZ LB TB CO RP ROAD+ CROSS SECTIONS 14:03 MC 1L Chainage : 25.000 Template : +000tutor ∆ CL Offset : -1.
280 TPS-System 1000 Programs-2.3.1en © Leica IV EL AH OH BS SM AS FS BL HB KM FB SA PZ LB TB CO RP Horizontal Offset Stake Out Summary In this section, a brief summary of using the horizontal of fset method is provided.
© Leica TPS-System 1000 Programs-2.3.1en 281 IV EL AH OH BS SM AS FS BL HB KM FB SA PZ LB TB CO RP Select Alignment Files ROAD+ SELECT ALN FILES 14:03 MC Horiz. Aln. : ALN_EX1 Vert. Aln. : PRF_EX1 Cross Secs : CRS_EX1 Crs.Assign : STA_EX1 Station Eq : EQN_EX1 Log FlName : ROADPLUS.
282 TPS-System 1000 Programs-2.3.1en © Leica IV EL AH OH BS SM AS FS BL HB KM FB SA PZ LB TB CO RP Set offset value and select point to stakeout ROAD+ CHAINAGE & OFFSET 14:03 MC Chainage : 0.
© Leica TPS-System 1000 Programs-2.3.1en 283 IV EL AH OH BS SM AS FS BL HB KM FB SA PZ LB TB CO RP Stakeout the point ROAD+ POINT COORDS 14:03 MC Chainage : 0.
284 TPS-System 1000 Programs-2.3.1en © Leica IV EL AH OH BS SM AS FS BL HB KM FB SA PZ LB TB CO RP Select new chainage ROAD+ CHAINAGE & OFFSET 14:03 MC Chainage : 0.000 Element : POB Offset : 0.000 m Hght Offset : 0.000 m CHECK CH--> <--CH XSEC EDIT F1 F2 F3 F4 F5 F6 HELP Select a new chainage (you also may enter a chainage).
© Leica TPS-System 1000 Programs-2.3.1en 285 IV EL AH OH BS SM AS FS BL HB KM FB SA PZ LB TB CO RP Slope Staking Slope staking involves determining a point where the cross section template meets the ground surface. This point of zero cut/fill is found primarily by trial and error and a lot of computing.
286 TPS-System 1000 Programs-2.3.1en © Leica IV EL AH OH BS SM AS FS BL HB KM FB SA PZ LB TB CO RP Start the "CROSS SECTIONS" display from the "CHAINAGE & OFFSET" display . ROAD+ CROSS SECTIONS 14:03 MC 1L Chainage : 0.000 Hght.
© Leica TPS-System 1000 Programs-2.3.1en 287 IV EL AH OH BS SM AS FS BL HB KM FB SA PZ LB TB CO RP Measure to the current position of the prism pole. The value for " ∆ XS Hgt Dif f" needs to be zero or close to it. When this value is zero the catch point has been determined.
288 TPS-System 1000 Programs-2.3.1en © Leica IV EL AH OH BS SM AS FS BL HB KM FB SA PZ LB TB CO RP SLOPE ST AKING Menu Function Key Summary Measures the distance to the tar get, and automatically records the data as defined by the currently set recording mask.
© Leica TPS-System 1000 Programs-2.3.1en 289 IV EL AH OH BS SM AS FS BL HB KM FB SA PZ LB TB CO RP Reference Point Displays additional information about how the location of the prism pole relates to components of the cross- section. Do this after a measurement has been made.
290 TPS-System 1000 Programs-2.3.1en © Leica IV EL AH OH BS SM AS FS BL HB KM FB SA PZ LB TB CO RP ∆ ∆ ∆ ∆ ∆ Catch Offs : This value is where the pole is in relation to where the existing ground intersects the design slope of the template.
© Leica TPS-System 1000 Programs-2.3.1en 291 IV EL AH OH BS SM AS FS BL HB KM FB SA PZ LB TB CO RP Data Formats The following describes the format and contents of the data stored for alignments and cross-sections in the RoadPlus program. All files are in GSI format and must be located in the GSI directory of the memory card.
292 TPS-System 1000 Programs-2.3.1en © Leica IV EL AH OH BS SM AS FS BL HB KM FB SA PZ LB TB CO RP The data block for a principal point in the file is structured as follows : 1 1....+KILOMETR 71....+0NEXTGEO 72....+0NEXTRAD 73....+0TEMPLNR 81..10+00000000 82.
© Leica TPS-System 1000 Programs-2.3.1en 293 IV EL AH OH BS SM AS FS BL HB KM FB SA PZ LB TB CO RP Example of a Horizontal Alignment: 41....+0EXAMPLE 42....+HZALIGNM 43....+STACOORD 11....+00000000 71....+STRAIGHT 72....+00000NON 73....+QP000125 81..
294 TPS-System 1000 Programs-2.3.1en © Leica IV EL AH OH BS SM AS FS BL HB KM FB SA PZ LB TB CO RP V ertical Alignment Geometric elements supported: Elem e nt Definition Declaration in the Alignment .
© Leica TPS-System 1000 Programs-2.3.1en 295 IV EL AH OH BS SM AS FS BL HB KM FB SA PZ LB TB CO RP Comments: • The header consists of a single block at the start of a data file. • T angents and the EOP contain “00000NON” in WI72 • Data units in WI’ s 11, and 72 are defined by WI83.
296 TPS-System 1000 Programs-2.3.1en © Leica IV EL AH OH BS SM AS FS BL HB KM FB SA PZ LB TB CO RP Cross Sections Geometric elements supported: Header of the cr oss section file: 41....+00JOB_ID 42....+TEMPLA TE WI41 Job identification. Max. 8 ASCII characters, user definable.
© Leica TPS-System 1000 Programs-2.3.1en 297 IV EL AH OH BS SM AS FS BL HB KM FB SA PZ LB TB CO RP • Cross-sections do not have to be sorted by number . • A negative distance (WI35) indicates a point to the left of the centerline. • A positive distance (WI35) indicates a point to the right of the centerline.
298 TPS-System 1000 Programs-2.3.1en © Leica IV EL AH OH BS SM AS FS BL HB KM FB SA PZ LB TB CO RP Cross Section Assignments Elements supported. WI41 Job identification. Max. 8 ASCII characters, user definable. WI42 Cross section assignment file identification.
© Leica TPS-System 1000 Programs-2.3.1en 299 IV EL AH OH BS SM AS FS BL HB KM FB SA PZ LB TB CO RP Example: 410001+000asker 42..10+ASSIGNMT 43....+CRSASKER 110002+0000NORM 71....+00382000 110003+0000NORM 71....+00552000 110004+00000568 71....+00568000 110005+000568.
300 TPS-System 1000 Programs-2.3.1en © Leica IV EL AH OH BS SM AS FS BL HB KM FB SA PZ LB TB CO RP Station Equations Elements supported Element Definition Station equation The number or identifier of.
© Leica TPS-System 1000 Programs-2.3.1en 301 IV EL AH OH BS SM AS FS BL HB KM FB SA PZ LB TB CO RP Log File If "Log File" is set to "ON" the measurements and the results are stored in the ASCII-file specified within the "Configuration Editor".
302 TPS-System 1000 Programs-2.3.1en © Leica IV EL AH OH BS SM AS FS BL HB KM FB SA PZ LB TB CO RP Leica VIP RoadPlus V2.11 Instrument : TCM1100, Serial 412784, (not named) User T empl. : User 1 Meas. File : FILE01.GSI Program Start : 04/08/1995 at 10:23 Horizontal Aln : ALNSPOR T .
© Leica TPS-System 1000 Programs-2.3.1en 303 IV EL AH OH BS SM AS FS BL HB KM FB SA PZ LB TB CO RP FE File Editor Introduction The manual describes the program " FILE EDITOR (GSI) " of the LEICA TPS SYSTEM 1000 theodolite series. This version of the file editor is only valid for a GSI configuration.
304 TPS-System 1000 Programs-2.3.1en © Leica IV EL AH OH BS SM AS FS BL HB KM FB SA PZ LB TB CO RP FE Editing files It is possible to insert also a new data set: • W ith function " Coordinate ", point coordinates, station coordinates or a code block can be inserted.
© Leica TPS-System 1000 Programs-2.3.1en 305 IV EL AH OH BS SM AS FS BL HB KM FB SA PZ LB TB CO RP FE Open file Start program " FILE EDITOR " from the " MAIN MENU: PROGRAMS " dialog. FilEd OPEN FILE 14:03 INFO CREAT LIST F1 F2 F3 F4 F5 F6 HELP MC FILE EDITOR (GSI) File Type : Coordinate File Name : FILE04.
306 TPS-System 1000 Programs-2.3.1en © Leica IV EL AH OH BS SM AS FS BL HB KM FB SA PZ LB TB CO RP FE Coordinates Press within dialog page 305 in order to create a new file Coordinates (see dialog below). Press within dialog page 305 in order to view and edit the selected file (see dialog page 307 - 309).
© Leica TPS-System 1000 Programs-2.3.1en 307 IV EL AH OH BS SM AS FS BL HB KM FB SA PZ LB TB CO RP FE Call function " Insert Point Coordinates " in menu " INSER T RECORD " (page 306). FilEd VIEW / EDIT FILE 14:03 <-- --> SAVE INSRT IMPOR α NUM F1 F2 F3 F4 F5 F6 HELP |<-- -->| SEARC MC 2/ 3 Point no.
308 TPS-System 1000 Programs-2.3.1en © Leica IV EL AH OH BS SM AS FS BL HB KM FB SA PZ LB TB CO RP FE Call function " Insert Station Coordinates " in menu " INSER T RECORD " (page 306). FilEd VIEW / EDIT FILE 14:03 <-- --> SAVE INSRT α NUM F1 F2 F3 F4 F5 F6 HELP |<-- -->| SEARC MC 2/ 3 Point no.
© Leica TPS-System 1000 Programs-2.3.1en 309 IV EL AH OH BS SM AS FS BL HB KM FB SA PZ LB TB CO RP FE Call function " Insert Code Block " in menu " INSERT RECORD " (page 306).
310 TPS-System 1000 Programs-2.3.1en © Leica IV EL AH OH BS SM AS FS BL HB KM FB SA PZ LB TB CO RP FE Start dialog " SEARCH " in dialogs " VIEW / EDIT FILE " (pages 307 - 309).
© Leica TPS-System 1000 Programs-2.3.1en 311 IV EL AH OH BS SM AS FS BL HB KM FB SA PZ LB TB CO RP FE Horizontal Alignment Create new file "Horiz. Align" in dialog page 305 , see dialog bottom . V iew and edit selected file in dialog page 305 , s ee dialog page 312/314.
312 TPS-System 1000 Programs-2.3.1en © Leica IV EL AH OH BS SM AS FS BL HB KM FB SA PZ LB TB CO RP FE FilEd VIEW / EDIT FILE 14:03 SAVE INSRT α NUM F1 F2 F3 F4 F5 F6 HELP |<-- -->| SEARC MC 1/ 1 Job Id : JOB_ID File Id : HZALIGNM File Type : STACOORD 1/ 1 : Sequence number of current point and total number of points in the measurement set.
© Leica TPS-System 1000 Programs-2.3.1en 313 IV EL AH OH BS SM AS FS BL HB KM FB SA PZ LB TB CO RP FE INSERT RECORD 14:03 MC 1 Insert Tangent 2 Insert Circular Curve 3 Insert Spiral In 4 Insert Spiral Out 5 Insert Curve In 6 Insert Curve Out Insert T angent.
314 TPS-System 1000 Programs-2.3.1en © Leica IV EL AH OH BS SM AS FS BL HB KM FB SA PZ LB TB CO RP FE Call function " Insert Curve In " in menu " INSERT RECORD " (page 313). FilEd VIEW / EDIT FILE 14:03 <-- --> SAVE INSRT IMPOR EDIT MC 2/ 3 Station : 0.
© Leica TPS-System 1000 Programs-2.3.1en 315 IV EL AH OH BS SM AS FS BL HB KM FB SA PZ LB TB CO RP FE Display of previous point. Display of following point. Save file. Insert new data set. Import of coordinates either by manual input or by reading in the active coordinate file.
316 TPS-System 1000 Programs-2.3.1en © Leica IV EL AH OH BS SM AS FS BL HB KM FB SA PZ LB TB CO RP FE Start dialog " SEARCH " in the dialogs " V iew / Edit File " ( pages 312, 314).
© Leica TPS-System 1000 Programs-2.3.1en 317 IV EL AH OH BS SM AS FS BL HB KM FB SA PZ LB TB CO RP FE V ertical Alignment Create new file "V e rt. Align" in dialog page 305 , see dialog bottom . V iew and edit selected file in dialog page 305 , s ee dialog page 318 , 319.
318 TPS-System 1000 Programs-2.3.1en © Leica IV EL AH OH BS SM AS FS BL HB KM FB SA PZ LB TB CO RP FE 1/ 1 : Sequence number of current point and total number of points in the measurement set. The scroll bar shows the sequential position of the measurements, graphically .
© Leica TPS-System 1000 Programs-2.3.1en 319 IV EL AH OH BS SM AS FS BL HB KM FB SA PZ LB TB CO RP FE 2/ 3 : Sequence number of current point and total number of points in the measurement set. The scroll bar shows the sequential position of the measurements, graphically .
320 TPS-System 1000 Programs-2.3.1en © Leica IV EL AH OH BS SM AS FS BL HB KM FB SA PZ LB TB CO RP FE Start dialog " SEARCH " in the dialogs " V iew / Edit File " (pages 317, 319).
© Leica TPS-System 1000 Programs-2.3.1en 321 IV EL AH OH BS SM AS FS BL HB KM FB SA PZ LB TB CO RP FE T emplate Create new file " T emplate " in dialog page 305 , see dialog bottom . V iew and editselected file in d ialog page 305 , s ee dialoges page 322/323.
322 TPS-System 1000 Programs-2.3.1en © Leica IV EL AH OH BS SM AS FS BL HB KM FB SA PZ LB TB CO RP FE FilEd VIEW / EDIT FILE 14:03 SAVE INSRT α NUM F1 F2 F3 F4 F5 F6 HELP |<-- -->| SEARC MC 1/ 1 Job Id : JOB_ID File Id : TEMPLATE 1/ 1 : Sequence number of current point and total number of points in the measurement set.
© Leica TPS-System 1000 Programs-2.3.1en 323 IV EL AH OH BS SM AS FS BL HB KM FB SA PZ LB TB CO RP FE FilEd VIEW / EDIT FILE 14:03 <-- --> SAVE INSRT EDIT F1 F2 F3 F4 F5 F6 HELP |<-- -->| DEL SEARC MC 2/ 3 Template : TEMPLATE ∆ Hz-Dist.
324 TPS-System 1000 Programs-2.3.1en © Leica IV EL AH OH BS SM AS FS BL HB KM FB SA PZ LB TB CO RP FE Start dialog " SEARCH " in the dialogs " V iew / Edit File " (pages 322, 323).
© Leica TPS-System 1000 Programs-2.3.1en 325 IV EL AH OH BS SM AS FS BL HB KM FB SA PZ LB TB CO RP FE Station Equation Create new file " Sta. Eqn. " in dialog page 305 , see dialog bottom . V iew and edit selected file in dialog page 305 , s ee dialogs page 326/327.
326 TPS-System 1000 Programs-2.3.1en © Leica IV EL AH OH BS SM AS FS BL HB KM FB SA PZ LB TB CO RP FE FilEd VIEW / EDIT FILE 14:03 SAVE INSRT α NUM F1 F2 F3 F4 F5 F6 HELP |<-- -->| SEARC MC 1/ 1 Job Id : JOB_ID File Id : 0STAEQTN 1/ 1 : Sequence number of current point and total number of points in the measurement set.
© Leica TPS-System 1000 Programs-2.3.1en 327 IV EL AH OH BS SM AS FS BL HB KM FB SA PZ LB TB CO RP FE FilEd VIEW / EDIT FILE 14:03 <-- --> SAVE INSRT α NUM MC 2/ 3 Sta.
328 TPS-System 1000 Programs-2.3.1en © Leica IV EL AH OH BS SM AS FS BL HB KM FB SA PZ LB TB CO RP FE FilEd SEARCH 14:03 SEARC α NUM F1 F2 F3 F4 F5 F6 HELP MC Direction : Forward Sta. Eqn. : ----- Dir ection : Forward : Searching for station equations in direction end of file.
© Leica TPS-System 1000 Programs-2.3.1en 329 IV EL AH OH BS SM AS FS BL HB KM FB SA PZ LB TB CO RP FE Cross-section Assignment Create new file " CRS Assignmnt " in dialog page 305 , see dialog bottom . V iew and edit selected file in dialog pagee 305 , s ee dialogs page 330/331.
330 TPS-System 1000 Programs-2.3.1en © Leica IV EL AH OH BS SM AS FS BL HB KM FB SA PZ LB TB CO RP FE FilEd VIEW / EDIT FILE 14:03 SAVE INSRT α NUM F1 F2 F3 F4 F5 F6 HELP |<-- -->| SEARC MC 1/ 1 Job Id : JOB_ID File Id : ASSIGNMT CRS File : CRSCCCCC.
© Leica TPS-System 1000 Programs-2.3.1en 331 IV EL AH OH BS SM AS FS BL HB KM FB SA PZ LB TB CO RP FE FilEd VIEW / EDIT FILE 14:03 <-- --> SAVE INSRT LIST MC 2/ 3 Template : TEMPLATE Station : 0.000 m F1 F2 F3 F4 F5 F6 HELP |<-- -->| DEL SEARC 2/ 3 : Sequence number of current point and total number of points in the measurement set.
332 TPS-System 1000 Programs-2.3.1en © Leica IV EL AH OH BS SM AS FS BL HB KM FB SA PZ LB TB CO RP FE FilEd SEARCH 14:03 SEARC EDIT F1 F2 F3 F4 F5 F6 HELP MC Direction : Forward Station : ----- m Dir ection : Forward : Searching for templates in direction end of file.
© Leica TPS-System 1000 Programs-2.3.1en 333 IV EL AH OH BS SM AS FS BL HB KM FB SA PZ LB TB CO RP DE MO The manual describes the "Monitoring" program of the Leica TPS SYSTEM 1000 theodolite series. The program allows for automatic measurement repetition.
334 TPS-System 1000 Programs-2.3.1en © Leica IV EL AH OH BS SM AS FS BL HB KM FB SA PZ LB TB CO RP DE MO The measurements can be: • repeated as often as is necessary , • at any time • performed in both faces.
© Leica TPS-System 1000 Programs-2.3.1en 335 IV EL AH OH BS SM AS FS BL HB KM FB SA PZ LB TB CO RP DE MO Main menu MONIT MONITORING MENU 14:03 INFO HELP MC 1 Point Selection 2 Timer Selection 3 Point Measurement 4 End Monitoring F1 F2 F3 F4 F5 F6 Selection of points to be measured, see page 336.
336 TPS-System 1000 Programs-2.3.1en © Leica IV EL AH OH BS SM AS FS BL HB KM FB SA PZ LB TB CO RP DE MO Selecting points The points to be measured are selected from this menu: • by storing the appropriate measurement file, points already measured at the same station • by entering the LEARNED file, points yet to be determined.
© Leica TPS-System 1000 Programs-2.3.1en 337 IV EL AH OH BS SM AS FS BL HB KM FB SA PZ LB TB CO RP DE MO Measurement menu MONIT LEARN POINT 14:03 ALL DIST REC TARGT DONE α NUM HELP I<>II MC If.
338 TPS-System 1000 Programs-2.3.1en © Leica IV EL AH OH BS SM AS FS BL HB KM FB SA PZ LB TB CO RP DE MO Selecting the points to be measured Start selection of the points to be measured in the dialog "POINT SELECTION" ( page 336 ).
© Leica TPS-System 1000 Programs-2.3.1en 339 IV EL AH OH BS SM AS FS BL HB KM FB SA PZ LB TB CO RP DE MO Timer selection MONIT TIMER SELECTION 14:03 EDIT HELP MC This menu decides when the measurement will be taken. Enter the date and time for the beginning and end of the measurement.
340 TPS-System 1000 Programs-2.3.1en © Leica IV EL AH OH BS SM AS FS BL HB KM FB SA PZ LB TB CO RP DE MO Point measurement Choosing this option starts the measurement. If a point cannot be measured, the TCA starts its internal search routine and, if unsuccessful, goes on to the next point to be measured.
© Leica TPS-System 1000 Programs-2.3.1en 341 IV EL AH OH BS SM AS FS BL HB KM FB SA PZ LB TB IX Index A Abort 340 Abscissa 238, 241 Additional applications 16 Alignment 17 5 Angular correction 168 Ar.
342 TPS-System 1000 Programs-2.3.1en © Leica IV EL AH OH BS SM AS FS BL HB KM FB SA PZ LB TB IX D DANGER 4 Data exchange 24 Designation of keys 26 Determination of the station elevation 2 7 Direction.
© Leica TPS-System 1000 Programs-2.3.1en 343 IV EL AH OH BS SM AS FS BL HB KM FB SA PZ LB TB IX M Measurement file 336, 337 Measurement menu 337 Measurement repetition 333 Monitoring 333 N Naming fil.
344 TPS-System 1000 Programs-2.3.1en © Leica IV EL AH OH BS SM AS FS BL HB KM FB SA PZ LB TB IX S Scale factor 84 Select stakeout method 7 4 Selecting points 336 Sets of angles 129 Sideshot 153 Sides.
© Leica TPS-System 1000 Programs-2.3.1en 345 IV EL AH OH BS SM AS FS BL HB KM FB SA PZ LB TB IX Leica Geosystems AG, Heerbrugg, Switzerland has been certified as being equipped with a quality system .
Leica Geosystems AG Geodesy CH-9435 Heerbrugg (Switzerland) Phone +41 71 727 31 31 Fax +41 71 727 46 73 www.leica.com Printed in switzerland - Copyright Leica Geosystems AG, Heerbrugg, Switzerland 1998 Translation of original text (664901-2.3.1de) 664901-2.
Un point important après l'achat de l'appareil (ou même avant l'achat) est de lire le manuel d'utilisation. Nous devons le faire pour quelques raisons simples:
Si vous n'avez pas encore acheté Leica 1000Z01 c'est un bon moment pour vous familiariser avec les données de base sur le produit. Consulter d'abord les pages initiales du manuel d'utilisation, que vous trouverez ci-dessus. Vous devriez y trouver les données techniques les plus importants du Leica 1000Z01 - de cette manière, vous pouvez vérifier si l'équipement répond à vos besoins. Explorant les pages suivantes du manuel d'utilisation Leica 1000Z01, vous apprendrez toutes les caractéristiques du produit et des informations sur son fonctionnement. Les informations sur le Leica 1000Z01 va certainement vous aider à prendre une décision concernant l'achat.
Dans une situation où vous avez déjà le Leica 1000Z01, mais vous avez pas encore lu le manuel d'utilisation, vous devez le faire pour les raisons décrites ci-dessus,. Vous saurez alors si vous avez correctement utilisé les fonctions disponibles, et si vous avez commis des erreurs qui peuvent réduire la durée de vie du Leica 1000Z01.
Cependant, l'un des rôles les plus importants pour l'utilisateur joués par les manuels d'utilisateur est d'aider à résoudre les problèmes concernant le Leica 1000Z01. Presque toujours, vous y trouverez Troubleshooting, soit les pannes et les défaillances les plus fréquentes de l'apparei Leica 1000Z01 ainsi que les instructions sur la façon de les résoudre. Même si vous ne parvenez pas à résoudre le problème, le manuel d‘utilisation va vous montrer le chemin d'une nouvelle procédure – le contact avec le centre de service à la clientèle ou le service le plus proche.
