TPS - System 1000 Programs Version 2.
Congratulations on your purchase of your programs 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. You must also adhere to the directions given in the user manual for the product with which you are using the software. The rights and responsibilities accruing in respect to Leica as a result of acquisition of the software are set out in the Leica Software License Agreement.
TPS - System 1000 Programs Product identification 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. Version number: © Leica TPS-System 1000 Programs-2.3.
Symbols used in this Manual 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. WARNING : Indicates a potentially hazardous situation or an unintended use which, if not avoided, could result in death or serious injury.
View of chapters Contents © Leica 6 CO Introduction 11 IN General notes 23 GN Orientation and Height Transfer 27 OH Resection 39 RE Tie Distance 49 TD Stakeout 59 SO Free Station 79 FS Reference Line 93 RL Remote Height 105 RH Hidden Point 111 HP Area (Computation of Area) 117 AR Sets of Angles 129 SA Traverse 147 TR Local Resection 165 LR Road Line 171 RO COGO 205 CG Road Plus 249 RP File Editor 303 FE Monitoring 333 MO Index 341 IX TPS-System 1000 Programs-2.3.
Contents Introduction General Installation in the PC CO Hardware and software required Rules for naming files Loading files into the TPS1000 instruments Loading system texts Loading application programs Licence code Solving problems General notes Units in this manual Preparation Settings Data exchange Using the program 12 15 17 19 20 21 21 23 23 23 23 24 24 Instrument field setup Calling up the program Designation of keys Target eccentricity 24 25 26 26 Orientation and Height Transfer Introducti
Tie Distance Introduction Measure Mode Results Configuration Configuration Editor Dual-face Measurement Log File Stakeout Introduction Search Point Coarse Positioning Line Offset Orthogonal Azimuth and Distance Stakeout Polar Stakeout Orthogonal Stakeout Stakeout with auxiliary points Stakeout from Coordinate Differences Select Stakeout Method Plot Configuration Log File Free Station Introduction Station Data Target Point 55 56 57 59 59 59 60 60 62 64 66 66 68 70 72 74 75 76 77 79 79 80 80 Point L
CO Remote Height Introduction Measure Base Point Measure Remote Point Configuration 105 105 106 108 110 Hidden Point Introduction Configuration Measure Rod Results 111 111 112 114 115 Area (Computation of Area) Introduction Measure Mode 117 117 118 Straight line Arcs Calculation Plot Configuration Configuration Editor Dual-face Measurement Log File Sets of Angles Introduction Sets Menu Sets menu - view Measure Mode Calculate Mode Examples and used formulae Configuration Configuration Editor Log Fi
Local Resection Introduction Station Data Target Points Calculation Configuration Configuration Editor Dual-face Measurement Road line Introduction Program concept Alignment Selection of files Checking files Program flow Chainage and centre-line offset Cross sections Stakeout X-section Check Configuration Configuration Editor Log File Data format Hz-alignment 169 170 171 171 174 175 175 176 178 178 180 183 184 188 188 190 192 192 The Road - Data Entry program 204 COGO Introduction Configuratio
Getting Started Configuration Select Alignment Files 253 254 256 Vertical Alignment File Horizontal Alignment File Cross Section/template File Cross Section Assignment File Station Equation File File Checking CO 257 257 257 259 262 263 Stakeout Using Horizontal Offset 264 Preparing for the example Select Template point and offset Stakeout and Record point 264 270 273 Horizontal Offset Stake Out Summary 280 Start ROADPLUS & Set Configuration Options Select Alignment Files Set offset value and sele
Introduction General The electronic theodolites and total stations in the TPS System 1000 are equipped with programs for processing field data and control-point coordinates. The IN systems are therefore highly functional and classical survey tasks are simplified appreciably.
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. IN Installation in the PC Hardware and software required The hardware and software used to transfer the individual program packages must meet the following requirements: • IBM-compatible PC, 386 or higher • 4 MB RAM • 3.5" floppy-disk drive • RS 232 interface, including interface cable for Leica survey instruments (stock no.
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. IN Workbench TPS Tools 2.21 Installation Installation TPS Install to: C:\LEICA.
The diskette bearing the label TPS 1000 SYSTEM FIRMWARE contains the necessary system software for the TPS 1000 instrument: • theodolite system software • ATR system software • EDM system software IN The diskette bearing the label TPS 2000/5000 SYSTEM FIRMWARE contains the necessary system software for the TPS2000/5000 instrument: • theodolite system software • ATR system software • EDM system software The diskette bearing the label TPS 1000/2000/5000 Programs and Languages contains: • all applications (
Rules for naming files The files are named in accordance with the following rules: Application programs: ????? VVV PRG Maximum of 5 characters for name of application 3 characters for version (release) number Identification tag for loadable application Text files: ????? VVV L ?????VVV.PRG IN ?????VVV.
After the installation is complete, you will find the following files in the subdirectory in your PC: Standard applications Application IN File name All Text file Remarks prtxtVVV.LEN prtxtVVV.LGE prtxtVVV.LFR prtxtVVV.LSP Texts common to all applications English German French Spanish Orientation and height transfer ORI__VVV.PRG ORI__VVV.LEN ORI__VVV.LGE ORI__VVV.LFR ORI__VVV.LSP Tie distance TIE__VVV.PRG TIE_VVV.LENetc. Resection RESECVVV.PRG RESECVVV.LENetc. Stakeout STAKEVVV.
Loading files into the TPS1000 instruments Applications, and system- and application texts, are loaded into the TPS1000 by means of the "TPS SOFTWARE UPLOAD" program. Use the interface cable 563 625 to connect the TPS1000 to the serial interface COM1 or COM2 on the IN PC. Start the "TPS SOFTWARE UPLOAD" program with a double-click from the WINDOWS program manager. Select the command "Sensor/Settings" and inspect the interface selected and the baud rate. The baud rate should be set to the maximum.
Switch the instrument off! Select the command "View Applications + System" to inspect the connection to the instrument. The instrument switches itself on again and establishes the connection. The display of the applications available on the instrument shows that the connection was successful. If it was not successful, read section "Solving problems". IN View Applications & System General Environment Name Version Applications Art.No. Language Licence Code FreeSt_Ori_Res V 2.
Loading system texts - Select the command "Transfer files" in the "Utilities" menu , - Mark "System Language", - select relevant drive under "Directories", - select desired language under "Language" and - mark relevant file under "Components". IN Then press the Transfer key to start the transfer. The progress of the transfer is shown in a bar diagram.
Loading application programs IN - Select the command "Transfer files" in the "Utilities" menu , - Mark "Application Program", - select relevant drive under "Directories", - select desired language under "Language" and - mark desired program(s) under "Components". Then press the Transfer key to start the transfer. The progress of the transfer is shown in a bar diagram.
Licence code When an additional application is first started up, a licence code is requested, so that the application will be fully functional. Without this licence code, you can run the applications as a demonstration version, but you will not be able to calculate and store the results. The licence code is available from your Leica agency, who will inform you about licence fees for additional applications.
Carry out the following operations on the instrument: or IN until main menu is displayed. [CONF] Configuration [Autostart] Autoexec-application [LIST] and select "MAIN MENU" Switch off the instrument and start the data transfer process from the beginning. 22 TPS-System 1000 Programs-2.3.
Put crosses against the applications you require and send the form to your nearest Leica agency, which will process your order. Address of customer (please use Company stamp or write legibly) Name Company Leica Geosystems AG Geodesy CH-9435 Heerbrugg (Switzerland) Software Management Dept.
General notes Units in this manual Specifications within this manual always apply to the following units: EL Units of length: - in m (meters) - in addition, within brackets in ft (feet) GN Units of angle: - in ° ' " - in addition, within brackets in gon Units of temperature: - in °C - in addition, within brackets in °F Preparation All program sequences are based on a unified structure. The clearly-designed display with the function keys makes learning easy. Each program has a configuration dialog.
If required, these user settings must be defined in advance. For more information, please refer to section "User configuration" of "System" - user manual. EL Data exchange GN 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“. The settings affected are the station coordinates and the circle orientation, along with parameters such as the reflector constant, reflector height, and data for distance reduction.
The station number, the coordinates, the direction of the line of sight, and the instrument height, are all displayed The dialog enables station coordinates to be set or imported and also permits a direction to a tie point to be EL set. GN 14:03 STATION 12 1.634 m 1010.567 m -34213.077 m 345.655 m 390°35'58" STATION DATA Station no. : Inst.Height : Stat.Easting: Stat.Northg : Stat.Elev.
Designation of keys EL 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. Continues sequence after input, measurements etc. have been concluded. If the measurement dialog is concluded with the measurement data will not be recorded. GN Erases incorrect alphanumeric input.
Orientation and Height Transfer Introduction This manual describes the "Orientation and Height Transfer" program of the TPS SYSTEM 1000 theodolite series. 0°00'00" H OH N Hz E PROG_Z01 ∆H E0 H0 H N N0 E The instrument must be set up on a known point. The program "ORIENTATION" calculates an angular correction for the instruments horizontal circle, so that 0.0000 of the horizontal circle corresponds with grid north (Orientation correction), using reference points with known Easting and Northing.
Enter the target point number and height of the reflector . ORINT\ 14:03 TARGET POINT Point no. : Refl.Height : OH CALC LIST HELP CONF F1 F2 MC Target Point 12 1.300 <-- m --> F3 Run the calculation. Note, the after the first measurement. F4 F5 F6 key will be assigned Entry of target points into a list as well as selecting points for further use. Displays the previous point from the list of points entered.
Enter a maximum of 10 points. The same point can be retrieved several times. 14:03 1 2 3 4 5 6 ORINT\ POINT LIST Point Point Point Point Point Point 1 2 3 4 5 6 : : : : : : Point 7 Point 8 Point 9 Point10 : : : : MC Point List OH 7 8 9 0 HELP F1 F2 F3 F4 F5 F6 Return to the dialog "Target Point". © Leica TPS-System 1000 Programs-2.3.
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 "Target Point" to acquire the next point for measuring. If the orientation correction can be calculated successfully from any of the first measurements, the ∆Hz and ∆V values are displayed for further entered target point. Motorized theodolites will automatically drive the telescope to the target point.
Calculation Calculates the orientation, the elevation and the respective standard deviations. 14:03 10 5 1.635 m 2134.234 m 4723.365 m 521.643 m Station no. : No. of Pts. : Inst.Height : Easting : Northing : Elevation : S.ORI S.HT STORE PLOT Orientation : σElevation : σOrient : HELP MC ORINT\ RESULTS MORE 2°12'34" 0.010 0°00'03" OH m LSQRS F1 F2 F3 F4 F5 F6 Station no : Point number assigned to the station No. of Pts : Number of points measured Inst.
Record the following results into the active file: WI 11 WI 25 WI 84 WI 85 WI 86 WI 87 WI 88 OH Station Point Number Orientation correction Station Easting Station Northing Station Elevation Last reflector height used Instrument Height Sketch of the station and the reference points used. Show the results of individual measurements on the screen (see dialog "More Information"). Measure more points. The program will recall the "TARGET POINT" dialog.
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). Point no : The target point number. Error Flag : Identified erroneous measurements.
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. Points are numbered sequentially in the order in witch they were measured. Points not used in the calculation are marked with a dotted line. OH 14:03 PLOT 2 MC ORINT\ 1 3 5 4 RECLC MEAS HELP F1 F2 F3 F4 F5 F6 Recalculate the result and return to the dialog "CALCULATION RESULTS".
Configuration Configuration Editor Start the "Configuration Editor" from the "TARGETPOINT" dialog. OH 14:03 0°00'32" 0.0250 m 0.0250 m NO NO OFF CONFIGURATION Hz Ori Acc : Ht Acc TP : Posn Acc TP : Two faces : User Displ : Log File : INFO DFLT Log FlName : MC ORINT\ EDIT ORIENT.LOG HELP F1 F2 F3 F4 F5 F6 The "Configuration Editor "sets parameters for further program operations: © Leica Hz Ori Acc : Limit for the standard deviation of the orientation.
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. Two Faces : YES for dual-face measurement, NO for single-face. User Disp : YES; the measured value indication is used from application "Measure and record". NO; the default indication is used for "Orientation and Height Transfer".
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 difference in angle is within 27' (0.5 gon) and the difference of two measured distances is within 0.5 m (1.64 ft), the observations will be averaged. These tolerances are used to avoid errors in target identification. If exceeded an error message will be displayed.
Record For each measurement, a record will be stored containing : • Station coordinates • station height, • orientation correction • standard deviations for height and orientation correction The residuals for: • horizontal angles, • heights and • measured distances are also listed. OH Leica VIP Orientation + Ht. Transfer V 2.10 Instrument : TCM1100, 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.
Resection Introduction This manual describes the "Resection" program of the TPS SYSTEM 1000 theodolite series. IV EL 0°00'00" Pt2 H N AH D2 Hz1 Pt1 RE D1 PROG_Z02 Hz2 E0 H0 N0 E The program can be used to deduce the three-dimensional coordinates for the instrument station and the orientation of the horizontal circle from measurements to 2 target points with know Easting and Northing.
Enter station point number and height of the instrument. IV RESEC\ EL Station no. Inst.Height 14:03 STATION DATA : : MC Station Data 1 1.555 m AH αNUM OH HELP RE F1 CONF F2 F3 F4 F5 F6 Proceed to the dialog "Target PoinT" Start the "Configuration" 40 TPS-System 1000 Programs-2.3.
Enter the target point number and height of the reflector. RESEC\ Point no. : Refl.Height : IV 14:03 TARGET POINT MC Target Point 30 1.300 m EL AH IMPOR αNUM OH HELP RE F1 F2 F3 F4 F5 F6 Retrieve the coordinates of the point entered from the active file. For further information, please refer to dialog "Import" described in the "System" - user manual. © Leica TPS-System 1000 Programs-2.3.
Measure Mode IV 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 "Target Point" to acquire the next point for measuring. RESEC\ MEASURE MOD (GSI) 14:03 AH OH RE Point no. Hz V Refl.Height Slope Dist. : : : : : ALL REC DIST 1 286°55'50" 91°16'20" 0.000 ----- HELP F1 MC EL I m m αNUM TARGT I<>II F2 F3 F4 F5 F6 Simultaneously measure and record data on the active recording device.
Calculation In this dialog the calculated station coordinates are shown with the orientation. RESEC\CALCULATION RESULTS 14:03 1 2 1.635 2134.234 4231.365 580.643 SET STORE Orientation σEasting σNorthing σElevation σOrient : : : : : IV MC Station no. : No. of Pts. : Inst.Height : Easting : Northing : Elevation : EL m m m m AH OH 2°12'34" 0.003 0.005 0.005 0°00'03" m m m RE HELP F1 © Leica F2 F3 F4 F5 F6 Station no : Station point number No. of Pts : Number of points measured Inst.
Set orientation and station coordinates on the instrument. Note that this key will end the program. Record the following results on the active recording device: IV EL WI 11 WI 25 WI 84 WI 85 WI 86 WI 87 WI 88 AH OH RE Station Point Number Orientation correction Station Easting Station Northing Station Elevation Last rflector height used Instrument Height Exit the program. 44 TPS-System 1000 Programs-2.3.
Configuration IV Configuration Editor EL Start the "Configuration Editor" from the "STATION DATA" dialog. AH OH 14:03 0°00'32" 0.025 m 0.025 m NO NO OFF CONFIGURATION Hz Ori Acc : Ht Acc TP : Posn Acc TP : Two Faces : User Displ : Log File : INFO DFLT Log FlName : MC RESEC\ EDIT RESECT.LOG HELP F1 F2 F3 F4 F5 F6 The "Configuration Editor" sets parameters for further program operations: © Leica Hz Ori Acc : Limit for the standard deviation of the orientation.
EL 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. AH Two Faces IV : YES for dual-face measurement, NO for single-face. OH Ben.Anzeige : YES; the measured value indication is used from application "Measure and record". NO; the default indication is used for the "Resection".
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 difference in angle is within 27' (0.5 gon) and the difference of two measured distances is within 0.5 m (1.64 ft), the observations will be averaged. These tolerances are used to avoid errors in target identification. If exceeded an error message will be displayed.
Leica VIP Resection V 2.10 Instrument : TCM1100, Serial 412160, (not named) User templ. : User 1 Meas. file : FILE12.GSI Program Start : 09/04/1996 at 12:52 IV EL Using Least-Squares Solution AH OH RE Station no. : 2000 E= -0.0011m N= -0.0006m ELV= 398.3951m hi= 1.6000m Ori.Corr. S.Dev. East S.Dev. North S.Dev. Elev. S.Dev. Orient. ; : : : : 240°50'51" 0.0003m 0.0003m 0.0047m 0°00'49" 2 point(s) measured : ## Point no. 1 500 2 501 ∆ Hz -0°00'55" -0°00'18" ∆ Height 0.0047m -0.0047m ∆ Distance 0.
Tie Distance Introduction IV This manual describes the "Tie Distance" program of the TPS SYSTEM 1000 theodolite series. The program calculates the length and azimuth of a line EL connecting two points. AH Polygonal or Radial methods can be used as shown in the illustrations. OH The data for the points can either be measured or retrieved from the selected file.
In Radial Mode, the program will calculate the distance between the last point measured (called a Radial Point) (Pt2, Pt3 ...) and a fixed Center Point (Pt1). IV 0°00'00" EL Pt2 Pt1 0°00'00" AH H OH N Pt3 Hz3 Hz2 Hz1 Pt4 BS TD Slope Dist 1 PROG_Z04 Slope Dist 2 E0 N0 Slope Dist 3 E Radial Mode Toggling between Polygonal and Radial Mode at any time while working is possible. 50 TPS-System 1000 Programs-2.3.
Measure Mode This dialog is used in accordance with the settings of the system function "Measure & Record" or according to the dialog shown below. IV ALL F1 : : : : : : DIST Easting Northing Elevation HELP 14:03 546 1.654 m 230°45'23" 4°52'35" ----- m ----- m FIRST POINT Point no. Refl.Height Hz V Slope Dist.
Enter the target data. For further information refer to chapter "Measure & Record" of "System" - user manual. IV Import target coordinates. For further information, please refer to chapter "Setup" of "System" - user manual. EL AH Start the "Configuration Editor". OH Change the theodolite face. BS Call up the CODE function, as described in chapter "Measure & Record" of "System" - user manual. TD Exit the program 52 TPS-System 1000 Programs-2.3.
Results This dialog shows the results computed from the last two points, which can be measured or retrieved from the active file. The same results are calculated for both methods. Using "Polygon Mode" the calculations are always based on the last two points, where as the "Radial Mode" always uses the first point as a reference point. IV EL AH OH 14:03 12 13 4.567 m 342°52'35" 2.543 m 4.946 m RADIAL MODE Center Pt. : Radial Pt. : Hori.Dist. : Azimuth : ∆ Height : Slope Dist. : N.PKT N.
∆ Easting : Difference in Easting between point 1 and point 2 (E2 - E1). The grid coordinates are only valid for oriented instruments set up on a known point. ∆ Northing : Difference Northing between point 1 and point 2 (N2 - N1). Note, the grid coordinates are only relevant for oriented instruments set up on a known point. IV EL AH OH BS TD Return to the dialog "NEXT POINT" and measure the next point. Delete previous inputs. Proceed with the dialog "FIRST POINT" to enter a new reference point.
Configuration IV Configuration Editor EL Start the "Configuration Editor" from the "FIRST POINT" dialog. OH 14:03 NO NO OFF TIEDIST.LOG CONFIGURATION Two Faces User Disp. Log File Log FlName : : : : INFO DFLT MC TIED\ AH TD YES HELP F1 F2 F3 F4 F5 F6 The "Configuration Editor" sets parameters for further program operations: Two Faces : Set YES for dual-face measurement, NO for single-face. User Disp. : YES to use the measurement display set in the application "Measure & Record".
Displays date and version of the running application. Set the values to default. Default values are displayed in dialog on page 55. IV Exit the program. EL Store the current configuration and proceed to the dialog "MEASURE MODE". AH OH BS TD Dual-face Measurement 56 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 difference in angle is within 27' (0.
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. Subsequently, you IV can read the memory card on your PC and obtain a hard copy of the Log-file. EL AH Data will always be appended to the specified Log-file.
Leica VIP Tie Distance V 2.10 Instrument : TCM1100, Serial 412160, (not named) User Templ. : User 1 Meas. File : FILE12.GSI Program Start : 09/04/1996 at 01:13 IV EL Station no. : 1151 E= 0.0000m N= 0.0000m ELV= 400.0000m hi= 0.0000m Point No.1 : 1020 E= -31.2368m N= -0.2083m ELV= 400.0626m Point No.2 : 1030 E= -30.5679m N= -17.8404m ELV= 403.1198m Point no.1 Point no.2 Hori.Dist. Azimuth : 1020 : 1030 : 17.6448m : 197°58'40" ∆Height Slope dist. : 3.0572m : 17.9077m Point No.
Stakeout Introduction This manual describes the "STAKEOUT" program of IV the TPS SYSTEM 1000 theodolite series. The program EL allows points with known coordinates to be placed in the field. AH "STAKEOUT" requires the instrument to be set up on a known point with the instrument oriented. The station point can be determined also with the programs "FREE STATION" and "RESECTION". The stakeout points can either be retrieved from the selected file or entered manually.
Coarse Positioning IV EL AH 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. The "Coarse Positioning" calculates various displacements, depending on the method selected. Displacements are computed between the last point placed and the actual stakeout point selected. For more information refer to chapter "Stakeout".
14:03 CURB 90°10'02" 98°34'45" 4.105 m 1.250 m 0.340 m LINE OFFSET Target no. Azimuth Hz Line Offset ∆Height : : : : : : MC STAKE\ IV STAKE HELP METHD EL PLOT AH F1 F2 F3 F4 F5 F6 OH or BS Target no : Number of the point to be staked. Azimuth : Azimuth from the station to the point to be staked. Hz : 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.
Orthogonal IV EL 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. Note, data will be displayed if there is at least one point measured. Pt1 N H AH OH point to be staked BS +∆Q SM −∆L ∆H E0 PROG_Z06 SO N0 E 14:03 CURB 90°10'02" 98°34'45" 4.105 m 1.250 m 0.340 m Target no.
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. IV ∆ L and ∆ Q in relation to the baseline: EL last stakeout point - instrument station. ∆L ∆Q ∆ Height or AH : In-line distance ∆ L is positive for points further than the last prism position measured. OH BS : Distance perpendicular to the baseline. ∆ Q is positive for points on the right of the baseline.
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. 0°00'00" IV EL N H Azimuth point to be staked AH Slope OH Dist. BS SM PROG_Z07 E0 SO N0 E STAKE\AZIMUTH & DISTANCE 14:03 : : : : : : CURB 90°10'02" 98°34'45" 4.105 4.021 0.340 MC Target no. Azimuth Hz Slope Dist. Horiz.Dist. ∆Height m m m STAKE HELP METHD F1 64 F2 PLOT F3 F4 F5 F6 Target No. : Number of the point to be staked.
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 IV EL : Height difference from the instrument station to the stakeout point. AH OH BS or Proceed to "STAKEOUT". Motorized theodolites can drive the telescope to the horizontal and vertical direction of the point to be placed. Change stakeout method. For more information refer to chapter "Select Stakeout Method".
Stakeout IV EL Points must have known coordinates. Various 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. For more information refer to chapter "Select Stakeout Method". AH OH Polar Stakeout BS SM SO After the first distance has been measured, the differences between calculated and measured direction and between calculated and measured horizontal distance are displayed.
Target no. : Point number of the point to be staked. ∆ Hz : Difference in Hz circle reading between the actual horizontal direction and the calculated direction. ∆ Dist ∆ Height Elevation IV : Difference in horizontal distance between the measured and calculated distance. EL : Difference in height between the measured reflector point and the stakeout point, expressed both numerically and as CUT/FILL. OH AH BS : Elevation of the measured target point.
Orthogonal Stakeout IV EL AH Orthogonal offsets 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. If the elevation of the stakeout point is available, the height difference between the measured reflector and the point to be staked is shown, and also the measured elevation of the reflector point.
∆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. Positive in sign if stakeout point is higher than the reflector position. IV : Elevation of the measured reflector point. OH Elevation EL AH BS SM SO Simultaneously measure and record data on the active recording device. Measure a distance. Record the measurement on the active recording device.
Stakeout with auxiliary points IV EL AH OH BS SM 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. Likewise proceed for auxiliary point Pt2. The stakeout point can be set out using the 2 calculated distances and/or angles from auxiliary points Pt1 and Pt2. The program automatically updates both distance and angle values whenever a new point is measured.
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 EL to the stakeout point. Dist 2 : Distance from the second auxiliary point to the stakeout point. ∆ Height AH OH : Difference in height between the last measured reflector point and the stakeout point. Positive in sign if stakeout point is higher than the reflector position.
Stakeout from Coordinate Differences IV EL After the first distance measurement, the displacements along the grid coordinate axes are displayed. If the elevation of the point to be staked is available, the height difference between the measured reflector and the stakeout point is shown as well as the measured elevation of the reflector point.
∆ Height Elevation : Difference in height between the measured reflector point and the stakeout point. Positive in sign if stakeout point is higher than the reflector position. IV : Elevation of the measured reflector point. EL AH OH Simultaneously measure and record data on the active recording device. Measure a distance. Enter target data as described in chapter "Measure & Record" of "System" - user manual. Re-position the telescope on the target.
Select Stakeout Method IV Select the stakeout method in any stakeout dialog. STAKE\ AH OH BS 14:03 : LINE OFFSET : POLAR STAKEOUT : ON : 2D : 0.000 m SELECT METHOD Coarse Meth Stakeout M. 3D Stakeout. Position Hght.
3D Stakeout : ON for 3D stakeout, OFF for 2D stakeout. Position : Select positioning method. (Motorized instruments only): IV Off Automatic positioning off 2D Positioning of the horizontal EL drive AH 3D Positioning vertical and horizontal drive Hght. Shift : All heights are changed by this amount. The value can be changed only when you are in this dialog. OH BS SM SO Plot A plot is generated of the stakeout situation with a list of the numeric values, corresponding to the "STAKEOUT METHOD".
Configuration Start the "Configuration Editor" from the "SEARCH POINT" dialog. EL STAKE\ 14:03 ON OFF STAKEOUT.LOG CONFIGURATION 3D Stake : Log File : Log FlName : AH MC IV OH BS INFO SM HELP F1 SO DFLT F2 F3 F4 F5 OFF F6 The "Configuration Editor" sets parameters for further program operations: 3D Stake : ON for 3-dimensional stakeout. Note the program will not perform 3D stakeout if no elevation is available for the point to be staked. OFF for 2-dimensional stakeout.
Exit the program. Store the current configuration and proceed to the dialog "SEARCH POINT". IV EL Log File If "Log File" is set to "ON" the measurements and the results are stored in the ASCII-file specified within the AH "Configuration Editor". This file is created in the OH directory LOG on the memory card. Subsequently, you can read the memory card on your PC and obtain a hard BS copy of the Log-file. SM Data will always be appended to the specified Log-file.
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 IV EL Station no. : AH Point no. Design Staked Deltas OH BS : : : : 3000 E= 21.016m N= 64.666m 1152, Hght. Shift = 0.000m E= 21.602m N= 62.184m E= 21.606m N= 62.166m dO= -0.004m dN= 0.018m ELV= 420.467m hi= 1.700m ELV= 420.115m ELV= 420.355m hr= 1.500m dELV= -0.
Free Station Introduction This manual describes the "FREE STATION" program of the TPS SYSTEM 1000 theodolite series. IV EL AH Pt1 Pt2 OH N H BS SM Pt3 AS PROG_Z19 FS E0 N0 E This program can be used to deduce the three-dimensional coordinates for the instrument station and the horizontal orientation of the from measurements to a maximum of 10 target points.
Enter station point number and height of the instrument. IV FREST\ STATION DATA EL Station no. : Inst.Height : 14:03 MC Station Data 1 1.555 m AH αNUM OH HELP BS F1 CONF F2 F4 F3 F5 F6 SM AS Proceed to define the target points. FS Start the "CONFIGURATION" Alpha-numerical/numerical input. Enter the target point number and height of the reflector. FREST\ 14:03 TARGET POINT Station no. : Refl.Height: CALC LIST MC Target Point 1 1.
Entry of target 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. IV EL Displays the next point in the list of points you entered. Note that this key will not be available until there is at AH least one point in the list. OH Retrieve the coordinates of the target point from the active file.
Measure Mode IV EL AH 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. If the station coordinates can be calculated successfully from the first few measurements, the ∆ Hz and ∆V values are displayed for further entered target points. Motorized theodolites will automatically drive the telescope to the target point.
Calculation Calculates the 3D station coordinates and orientation as well as the standard deviation of the results. IV 14:03 1 6 1.635 m 2134.234 m 4231.365 m 580.643 m Station no. : No. of Pts : Inst.Height : Easting : Northing : Elevation : SET STORE PLOT Orientation σEasting σNorthing σElevation σOrient Calc Scale Scale HELP MORE 2°12'34" 0.003 0.005 0.005 0°00'03" YES 0.999956 F2 EL AH OH m m m BS SM AS ROBST F1 © Leica : : : : : : : MC FREST\ RESULTS
IV 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. Note that the scale is not shown if set to NO. EL AH OH BS Set orientation and station coordinates on the instrument. Note that this key will end the program.
More Information Display the residuals of individual measurements. You can also disable points from the calculation of position or height as well as delete erroneous measured points. IV FREST\MEHR INFORMATIONEN 14:03 RECLC <-- ∆ Height Refl.Height Easting Northing Elevation --> MEAS : : : : : DEL 0.020 1.555 991.427 1995.162 402.466 MC Use for Ht Point no. Error Flag ∆ Hz ∆ Distance EL 9/10 :YES Status: ON : 12 : NONE : 0°00'03" : 0.
∆ Hz. : Difference between calculated and measured Hz. angle ∆ Distance : Difference between calculated and measured distance ∆ Height : Difference between calculated and measured height Refl. Ht. : Reflector height used for that target point IV EL AH OH Easting, Northing, Elevation : Target coordinates used. BS SM AS Recalculate the result. FS Scroll to the measurements of the previous point. Scroll to the measurements of the following point. Measure more point.
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. Points IV are numbered sequentially in the order in which they were measured. Points not used in the calculation are EL marked with a dotted line.
Configuration IV Configuration Editor EL Start the "Configuration Editor" from the "STATION DATA" dialog. OH FREST\ 14:03 0°00'32" 0.0250 m 0.0250 m NO NO OFF CONFIGURATION Hz Ori Acc : Ht Acc TP : Posn Acc TP : Two Faces : User Displ. : Log File : BS SM INFO AS DFLT Log FlName : MC AH EDIT FREE_STA.LOG FS HELP F1 I<>II F2 F3 F4 F5 F6 The "Configuration Editor" sets parameters for further program operations: 88 Hz Ori Acc : Limit for the standard deviation of the orientation.
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. IV EL AH Two Faces : YES for dual-face measurement, NO for single-face. User Disp : YES; the measured value indication is BS used from application "Measure and record". NO; the default indication is used for SM the "Free Station".
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 difference in angle is within 27' (0.5 gon) and the difference of two measured distances is within 0.5 m (1.64 ft), the observations will be averaged. These tolerances are used to avoid errors in target identification. If exceeded an error message will be displayed.
The residuals for - horizontal angles, - heights and - measured distances are also listed. IV EL AH Leica VIP Free Station V 2.10 Instrument : TCM1800, Serial 410000, (not named) User templ. : User 1 Meas. file : FILE01.GSI Program Start : 02/05/1996 at 11:23 OH BS SM Using Least-Squares Solution Station no. Ori.Corr. S.Dev. East S.Dev. North S.Dev. Elev. S.Dev. Orient. : : : : : : 200 E= -3.5461m AS N= -0.7683m ELV= -0.6518m hi= 0.0000m FS 0°00'20" 0.0003m 0.0003m 0.
Using Robust Solution Station no. : AH Ori.Corr. S.Dev. East S.Dev. North S.Dev. Elev. S.Dev. Orient. : : : : : OH 4 point(s) measured : IV EL ## Point no. 1 109 2 110 3 112 4 113 BS SM AS 200 E= -3.5461m 0°00'20" 0.0003m 0.0003m 0.0015m 0°00'02" d Hz 0°01'21" -0°00'00" -0°00'25" 0°00'48" N= -0.7683m d Height 0.0012m -0.0045m 0.0018m 0.0014m ELV= -0.6518m hi= 0.0000m d Distance -0.0000m -0.0002m 0.0010m -0.
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. IV EL AH "REFERENCE LINE" is a specialized form of stakeout used for construction and building alignment. It permits positioning of a point referred to a line. Points for use in the program can be measured, entered manually, or read from the database. The program records individual measurements in the database.
The program also allows to determine various values of height determination as shown in the figure below. Target point IV EL PROG_Z12 AH OH ∆H1 BS ∆Offset ∆H2 FP SM P1 AS ist ∆Spat.d ∆Line P2 NP FS RL 94 FP Point of intersection of vertical with line P1-P2 NP Point of intersection with line P1- P2 of perpendicular to P1- P2 ∆ H1 Height difference to start of line P1 ∆ H2 Height differencein relation to the interpolated height FP of reference line P1-P2.
Baseline Points Determine Base Points This dialog defines the two points of the baseline. You can either manually enter, measure or search for the point in the database. IV EL AH 14:03 REFLN\ REFERENCE LINE Point/Code : F1 SM SEARC αNUM CONF F2 OH BS 58 INPUT MEAS HELP MC 1. POINT BASELINE Rec. device : MEMORY-CARD Search in : FILE01.GSI AS F3 F4 F5 F6 FS RL Manually enter the first base point. The TPS 1000 manual input dialog will appear.
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. IV EL 14:03 12 286°55'50" 91°16'20" 1.500 m 22.039 m 2.543 m Puoint no. Hz V Refl.Height Slope Dist. Height diff AH OH ALL BS DIST : : : : : : REC HELP MC REFLN\ REFERENCE LINE TARGT I<>II SM F1 F2 F3 F4 F5 F6 AS FS Simultaneously measure and record in the active file. Proceed with the dialog "1 POINT BASELINE" (page 95).
Change the theodolite face. Call up the CODE function, as described in chapter "Measure & Record" of "SYSTEM" - user manual. IV Exit the program. EL AH OH BS SM AS FS RL © Leica TPS-System 1000 Programs-2.3.
Define Reference Line IV 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. EL 14:03 12 13 1.000 m 1.558 m 2°03'39" 0.500 m 1.BasePoint 2.BasePoint Offset Line Alpha H Offset OH BS : : : : : : NEWL SM MC REFLN\ DEFINE REF LINE AH MEAS HELP AS F1 F2 F3 F4 F5 F6 FS RL 1.BasePoint : The first base point that defines the base line. 2.
Results Reference Line The "RESULTS REF LINE" dialog displays the data of the measured point refering to the reference line, as shown in dialog below: IV 14:03 12 0.020 m 1.468 m -0.558 m 0.039 m 3.020 m REFLN\RESLUTS REF LINE ALL : : : : : : DIST Elevation REC EL MC Point no. ∆ Offset ∆ Line ∆H ∆Perp.lngth ∆Spat. dist AH OH TAGT : 103.020 BS m SM HELP F1 F2 F3 F4 F5 F6 AS FS RL Point No. : The point number of the stakeout point.
Simultaneously execute distance measurement and record the measurement. Measure a distance. IV Record the measurement in the database.
Configuration IV Configuration Editor EL Start the "Configuration Editor" from the "1. POINT BASELINE" dialog. AH OH Offset Line / α H.Offset. Rec Diff User Disp Height : : : : : : INFO DFLT Log File Log FlName : : AS OFF FS RL S F2 F3 F4 F5 F6 The "Configuration Editor" lets you change and set the following parameters that determine program operation: © Leica BS SM OFF REFLINE.
Rec Diff IV EL AH OH : 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 ∆ Offset and ∆ Line values. Set to O/L/H, the program will record ∆ Offset, D Line and ∆Height of target values. If the option "Height" is set to "Inter" you can in addition calculate the values: Set to O/S the program will record both ∆ Offset and ∆ Spatial distance values.
Displays date and version of the running application. Press to reset configuration parameters to their default values. Default settings are shown in the previous dialog. IV Store the current configuration and proceed with dialog "1. POINT BASELINE". EL Key to choose the different functions. OH AH BS SM AS Log File FS If "Log File" is set to ON the measurements and the results are stored in the ASCII-file specified within the RL "Configuration Editor".
IV Leica VIP Reference Line 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 EL Station no. : Stationpointnumber E=1000.000m N=2000.000m H=400.000m hi=1.1150m AH 1.BasePoint : 2.BasePoint : Offset. Line Alpha H Offset Height : : : : : Point no. : OH BS SM AS FS RL Deltas : : : Baselinepointnumber E=1050.000m N=2050.000m Baselinepointnumber E=1060.000m N=2060.000m 1.0000m 2.6700m 72°45'66" 1.
Remote Height Introduction This manual describes the "Remote Height" program of IV the TPS System 1000 theodolite series. The distance EL and the angle between two points is calculated by the program. AH The elevation of a remote height point is calculated from the zenith angle to the target and from the measured distance to a reflector situated vertically below or above that target. To ensure correct results, the target and the reflector must be lined up vertically.
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. IV 14:03 Station12 16°55'50" 91°16'20" 1.664 m ----- m ----- Point no. Hz V Refl.Height Slope Dist. Height diff AH OH ALL DIST HELP CONF BS SM F1 F2 : : : : : : REC MC REMHT\ MEASURE BASE PT EL TARGT REMOT αNUM I<>II F3 F4 F5 F6 AS FS Point No. : The point number of the base point.
Enter the target data. . For further information refer to chapter "Measure & Record" of the "SYSTEM" - user manual. Proceed with "REMOTE POINT" dialog. IV Start the "Configuration Editor". EL Change the theodolite face. AH Call up the CODE function, as described in chapter "Measure & Record" of the "SYSTEM" - user manual. OH BS Exit the program. SM Alpha-numerical/numerical input. AS FS BL RH © Leica TPS-System 1000 Programs-2.3.
Measure Remote Point IV EL 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. REMHT\ MEASURRE REMOTE PT 14:03 OH : : : : : : Station12 16°55'50" 91°16'20" 23.345 6.435 3453.998 MC Point no. Hz V Slope Dist. ∆Hgt diff Easting AH m m m STORE TARGT BASE BS Northing Elevation SM : : 124.003 768.
Record the measurement in the database. Enter the target data. . For further information refer to chapter "Measure & Record" of the "SYSTEM" - user manual. IV Return to the "MEASURE BASE POINT" dialog. EL Call up the CODE function, as described in chapter "Measure & Record" of the "SYSTEM" - user manual. AH OH Return to the "MEASURE BASE POINT" dialog. BS Exit the program. SM AS FS BL RH © Leica TPS-System 1000 Programs-2.3.
Configuration Start the "Configuration Editor" from the "MEASURE REMOTE POINT" dialog. EL REMHT\ AH User Displ : Hor.Pos.Tol : Rec ∆H WI37 : OH BS INFO SM HELP F1 AS FS 14:03 CONFIGURATION MC IV NO 0.200 OFF m DFLT F2 F3 F4 YES F5 F6 BL The "Configuration Editor" sets parameters for further program operations: RH User Disp : Set to YES, the display defined in the "MEAS" application will be used. If set to NO, the "REMOTE HEIGHT" default display applies. Hor.Pos.
Hidden Point Introduction This manual describes the "HIDDEN POINT" program IV of the TPS SYSTEM 1000 instruments. EL The program allows measurements to a point that is not directly visible using a special hidden-point rod. The data for the hidden point are calculated from measurements to the prisms mounted on the pole with a known spacing and a known length of pole. The pole still may be kept slope. "Measurements" are calculated as if the hidden point was observed directly.
R1-R3 H N R1-R2 IV Total length of rod EL AH E0 PROG_Z14 OH BS N0 E SM AS Configuration FS Start the "Configuration Editor" from the "MEASURE" dialog. HB HDNPT\ CONFIGURATION User Displ Meas. Tol. Add. const. No. of Refl Auto Pos. Rod Length HP : : : : : : 14:03 NO 0.020 m 0.000 m 3 ON 5.000 m INFO DFLT Space R1-R2 : Space R1-R3 : 1.000 0.
Meas. Tol Add. const. No. of Refl. : Limit for the difference 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. deviation of the 3 measurements. : Input of prism constant for the prisms of the pole. The prism constant set in the system is disregarded. : Number of the reflectors on the rod you are using.
Measure Rod IV EL 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. Tol. limit" a message is displayed. You may accept the measurement or re-measure the reflector. AH 14:03 Station12 16°55'50" 91°16'20" ----- m ----- m Point no. Hz V Slope Dist.
Enter the target data. For further information refer to chapter "Measure & Record" of "SYSTEM" - user manual. Choosing another reflector and therefore another prism constant via this function is NOT recommended because the actually selected prism constant is only used for the current measurement. After confirming/ storing a measurement with / "REC" or "ALL" the prism constant set in the program configuration is automatically used again. This could result in errors.
IV EL V : Vertical 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. Northing : Calculated Northing (N) for the hidden point. Elevation : Calculated Elevation for the hidden point. AH OH BS SM AS FS Take a new hidden-point measurement. BL Store the point calculation on the recording device.
Area (Computation of Area) Introduction This manual describes the "AREA" program of the TPS IV SYSTEM 1000 theodolite series. EL AH H Pt1 N Pt2 OH Pt3 BS Pt6 PT5 SM Pt4 AS PROG_Z15 FS E BL HB An area can be defined by a series of straight lines and arcs. Arcs are defined by 3 radial points or 2 radial points and radius. © Leica TPS-System 1000 Programs-2.3.
Measure Mode AREA\ EL AH ALL OH DIST Height diff Easting Northing Elevation Azimuth Seg. Len. BS SM AS HELP FS 14:03 0 1 0.000 m 95°55'50" 91°16'20" ----- m MEASURE POINT Segs Meas. Point no. Refl.Height Hz V Slope Dist. CONF F1 F2 : : : : : : REC : : : : : : TARGT IMPOR ------------206.7963 182°25'05" 0.203 DEL MC IV Straight line CALC F3 F4 m m m m m ARC NEW F5 F6 BL HB Segs Meas. : Counts the number of segments. With a new area the segment counter will be set to zero.
Start the "Configuration editor". Deletes last completed segment. Resume at the start of a new segment. IV Close the area polygon to the start point and calculates area and length of perimeter. The display of the results is shown in chapter "CALCULATION". Select arc as the next segment. EL AH OH Resets the segment counter to zero. Results of the last area computation will be erased. BS SM Call up the CODE function. AS FS BL HB KM AR © Leica TPS-System 1000 Programs-2.3.
Arcs IV 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. EL Ensure the central angle of any arc is always smaller than 180° (200 gon). AH OH BS • Three Points SM Determine the three points of an arc sequentially. Completing the third point the program continues with Dialog "Measure point" (page 118).
Enter the target data. For further information refer to chapter "Measure & Record" of "SYSTEM" - user manual. Import target coordinates. For further information, please refer to chapter "Setup" of "SYSTEM" - user manual. IV Select arc defined by 2 points and radius. AH EL OH Call up the CODE function, as described in chapter "Measure & Record" of "SYSTEM" - user manual. BS Exit the program. SM AS FS BL • Radius Arc HB Determine the two points of an arc sequentially.
Simultaneously measure and record data on the active recording device. IV Measure a distance and record data on the active recording device. EL Measure a distance without recording. AH Enter the target data. For further information refer to chapter "Measure & Record" of "SYSTEM" - user manual. OH BS Import target coordinates. For further information, please refer to chapter "Setup" of "SYSTEM" - user manual. SM AS Press 3 Pt. to switch to the 3-Point Arc method .
Displays number of segments, computed area and length of perimeter. AREA\ 14:03 10 892.888 m² 0.089 295.563 m RESULTS No. Segs. Area Hectares Perimeter : : : : IV MC Calculation EL AH NEW STORE PLOT OH HELP F1 F2 F3 F4 F5 F6 BS SM No. Segs. : Number of segments used. Area : Computed area in units of measure. AS FS 1 Hectares/ Acres : Computed area in hectares or acres . 1 acre = 43560 ft². Perimeter : Length of perimeter of the current unit HB of measure.
Area results recording format IV Code ( default = 36 ) no. of segments area polygon length polygon perimeter =4 4500.3 m2 392.2 m EL 41001+00000036 42...+00000004 43...+00045003 44...+00003922 AH WI 41 WI 42 WI 43 WI 44 OH Generate a plot of the area. BS SM Continue with dialog "MEASURE POINT". AS Exit the program. FS Perimeter BL HB KM Plot Shows a plot of the present area. AR AREA\ 14:03 PLOT RESLT HELP F1 F2 F3 F4 F5 F6 Return to the dialog "RESULTS".
Configuration IV Configuration Editor EL Start the "Configuration Editor" from the "MEASURE POINT" dialog. OH 14:03 NO 36 OFF AREA.LOG CONFIGURATION Two Faces Code Log File Log FlName : : : : INFO DFLT MC AREA\ AS YES FS F2 F3 F4 F5 F6 The "Configuration Editor" sets parameters for further program operations: Two Faces : Set YES for dual-face measurement, NO for single-face. Code : Enter the block identification code for recording the area results ( max.
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. IV EL AH OH BS Dual-face Measurement SM AS FS BL 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 difference in angle is within 27' (0.5 gon) and the difference of two measured distances is within 0.5 m (1.
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. Subsequently, you IV can read the memory card on your PC and obtain a hard copy of the Log-file. EL Data will always be appended to the specified Log-file.
IV EL AH OH BS SM AS Leica VIP Area V 2.10 Instrument User templ. Meas. file Program Start : : : : TCM1100, Serial 430000, Joe’s theodolite User 1 FILE01.GSI 02/23/1995 at 13:00 Segment Number Start Point End Point H Distance Azimuth : : : : : 1 1 2 5.5555m 140°11'17" Segment Number Start Point End Point Curve Right Radius ARC Length : : : 2 2 4 : : 4.9089m 2.326m Segment Number Start Point Second Point End Point Curve Right Radius ARC Length : : : : 3 4 5 6 : : 5.362m 2.
Sets of Angles Introduction This manual describes the "Sets of Angles" program of the TPS SYSTEM 1000 theodolite series. IV EL AH Set2 (0°00'00") N H OH Set1(0°00'00") Pt1 BS SM AS PROG_Z16 Pt3 Pt2 FS BL E HB KM The program permits direction measurements to targets FB of which coordinates are not necessarily known. The average direction of all sets, the standard deviation for SA one observed direction and the standard deviation for the average of all directions is computed for each target.
Sets Menu IV Sets menu - view EL AH OH BS SM AS FS BL HB 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". The observer is thereafter guided throughout the observation sequence, i.e. the targets are proposed as per "learned" sequence using the selected observation method. To locate the targets easily, the horizontal and vertical differences in direction are displayed.
Measure Mode • Measure First Set This option starts the first set and the "Learning Phase" of a new instrument station. The point number for the targets must be entered in Dialog "FIRST SET". IV Set no. Seg. no. Face Point no. Refl.Height Auto Meas. LIST : : : : : : <-- --> DONE MC EL 14:03 1 1 I 501 1.300 m YES SETS\ FIRST SET OH αNUM HELP F1 BS SM F2 F3 F4 F5 F6 AS FS Set no. : Displays the active set. Seq. no.
Select alpha-numeric/numeric input. Exit the program. IV Proceed to the "MEASURE" dialog (displayed below). EL This "MEASURE" dialog is shown during the measurement to targets. The program return to the dialog "FIRST SET" (page 131) on completion of a measurement or to the "FURTHER SET" dialog (page 133). OH BS 14:03 501 1.300 m 249°10'20" 90°19'52" --------- SETS\ FIRST SET Point no. Refl.
• Measure Further Set To measure the sets, the user is guided the measurement sequences. The following dialog selects points used IV within the 1. half set. The measurement sequence requires no special target selection due to the preEL defined configuration. 14:03 1 1 I 501 1.300 m YES SETS\ MEASURE SET Set no. Seg. no. Face Point no. Refl.Height Auto Meas. : : : : : : <-- --> HELP F1 MC AH BS SM POSIT AS DONE F2 F3 OH F4 F5 F6 FS BL Set no. : Displays the active set. HB Seg.
To detect the targets easily, the horizontal and vertical angle differences are shown in a special display. If these are "turned to zero", the selected target is visible within the field of view. Motorized instruments sight the target automatically after the successful measurements of the first half set. IV AH 14:03 TELESCOPE POSITIONING Hz- and V-positioning: Set direction(s) to zero.
Calculate Mode • Calculate Horizontal and Vertical Sets The display-format is the same for horizontal and vertical directions. The data displayed, refer to the selected calculation. Standard deviations of a single direction in both faces (mR) and the standard deviation for an averaged direction from all sets (mM) are calculated. Computations of standard deviations require, that all targets and sets are observed in two faces.
Results of sets of angles are recorded in the activ file for measurements. (For details see dialog "FORMATS AND MORE INFORMATION" ) IV Show the results of individual measurements on the screen. ( For details see dialog "MORE INFORMATION") EL AH Exit the program OH BS • Formats and Data Recording SM The following format is used to record results in the activ file for measurements. AS FS Number of measurements and accuracies. WI 41 Code "HZ-RESLT" or "V0-RESLT" WI 42 Number of targets.
Directions averaged from all valid sets. WI 41: Code "HZ-MEAN0" or "V0-MEAN0". WI 42: Point number WI 43: Averaged direction from all sets. IV HZ-MEAN0: ( Average from all valid sets ) EL Code Target number Average of all sets 410040+HZ-MEAN0 410041+HZ-MEAN0 410042+HZ-MEAN0 410043+HZ-MEAN0 42....+00000001 42....+00000002 42....+00000003 42....+00000004 43....+00000000 43....+00641040 43....+01354568 43....
• More Information Further information is given relating to the differences of the measurements. Single points or full sets can be deactivated prior to the calculation. IV EL 14:03 3 501 ON 1 ON 0°00'00" SETS\ MORE INFO - HZ Active Pts Point no. Pnt Status set no. Set Status Residual OH BS RECLC SM : 2 : : : : : Sets: S<-- -->S P<-- -->P F2 F3 F4 F5 MC AH OFF HELP AS F1 F6 FS BL Active Pts : Number of points used in the calculation. Sets : Number of sets used in the calculation.
Re-calculate the results and return to the dialog showing the results. Display previous set. IV Display the next set. EL Display the previous point. AH Display the next point. OH Exit the program. BS SM AS FS BL HB KM FB SA © Leica TPS-System 1000 Programs-2.3.
Examples and used formulae A typical example of a Hz - measurement is shown in the following list: The example shows a survey with 3 sets and 4 targets with directions in ° ' ". The calculations are carried out according to the following table.
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.
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. r = Difference between a final direction averaged from all sets and a single direction of a set. q = Average of the differences (r). v = Residuals. s = Number of sets N = Number of targets.
Configuration IV Configuration Editor EL Start the "Configuration Editor" from the "SETS MENU" dialog. AH OH 14:03 <> NO 0°00'16" 0°00'16" OFF SETS.LOG Meas Method : User Displ : Hz Tol.
Hz Tol. : Input the tolerance for Hz-directions. This defines the limit for the difference between the actual direction and the direction observed within the first half set. A change in the horizontal circle orientation is always accounted for, after observing the first target within a new set. If the tolerance is exceeded, a warning is given. V Angle Tol : Input the tolerance for vertical directions.
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. Subsequently, you IV can read the memory card on your PC and obtain a hard copy of the Log-file. EL AH Data will always be appended to the specified Log-file.
Leica VIP Sets of Angles V 2.10 Instrument : TCM1100, Serial 430000, Joe’s theodolite User Templ. : User 1 Meas. File : FILE01.GSI Program Start : 01/05/1996 at 13:00 IV Station no. EL : 132 E=725362.235m N=263587.236m ELV= 569.587m hi= 1.2000m Horizontal set results: 5 Sets measured with 3 points each. AH Standard deviation of any measurement: 0°00'02" Standard deviation of mean from all measurements: 0°00'01" 1. Point no.: 1 mean direction: 0°00'00" Refl.Height: 2. Point no.
Traverse Introduction This manual describes the "Traverse" program of the TPS-System 1000 instruments. IV EL H Hz1 N AH Pt3 Pt500 Pt1 OH Pt2 Pt501 BS SM PROG_Z17 SP1 AS Hz2 Hz3 FS E BL Using data about direction and distance, the program continuously computes the coordinates of the station (in the example shown above, the instrument "moves" from one station to the next, previously measured point) and aligns the horizontal circle.
Traverse Menu IV Traverse menu EL In this display, the individual functions of the program can be called. After a function has been performed, the user returns to this display. TRAV\ 14:03 0 1 2 3 4 5 TRAVERSE MENU Occupy station Traverse point Sideshot point Close traverse New traverse End program OH BS SM HELP AS F1 FS MC AH CONF F2 F3 F4 F5 F6 BL HB Start the "CONFIGURATION". KM FB SA TR 148 TPS-System 1000 Programs-2.3.
New traverse Any data of a previous traverse in the memory will be erased at the start of a new traverse. To avoid unintentional erasing, a confirmation must be made. The first dialog requests the entry of the station point number, height of instrument, station coordinates and the setting of a spezified Hz-angle. IV EL AH 14:03 Station100 1.635 m 23541.025 m 55231.177 m 521.358 m 233°15'25" TRAV\ NEW TRAV STATION : : : : : : REC Hz0 OH MC Station no. Inst.Height Stat.Eastng Stat.Northg Stat.Elev.
• Select method of orientation Three different methods of the orientations are available IV 1. Confirm the orientation already set in the system.1 No measurements are performed (SYS). EL 2. Calculation of an azimuth from coordinates to one tie point. A following measurement to a tie point orientates the Hz-circle (INPUT). See page 151. AH OH 3. Manual input of the azimut to one tie point. A measurement to the tie point is required (AZI). See page 152.
• Calculate Azimuth This dialog corresponds to the TPS-System 1000 basic dialog. On completion of a measurement, the program continues either with "MULTIPLE MEAS" or with the "TRAVERSE MENU" according to the settings in the configuration. TRAV\ ALL DIST Height diff Easting Northing elevation REC BS m SM ----------------- m m m m AS FS I<>II F2 F3 F4 OH m TARGT : : : : HELP F1 MC Measure Backsight Point Point no. : 500 Refl.Height : 1.300 Hz : 249°10'20" V : 90°19'52" Sloe Dist.
• Enter Backsight Azimuth This dialog corresponds to the TPS-System 1000 basic dialog with the additional entry of the backsight azimuth. On completion of the first measurement, the program continues either with "MULTIPLE MEAS" or with the "TRAVERSE MENU" according to the settings in the configuration. IV EL AH 14:03 Measure Backsight Ponit BS Azimuth : ----Point no. : 500 Refl.Height : 1.300 m Hz : 249°10'20" V : 90°19'52" BS SM ALL AS DIST BL Slope Dist.
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. This dialog corresponds to the TPS- IV System 1000 basic dialog. After the function has been performed, the station coordinates and orientation are EL set in the instrument. AH OCCUPY TRAVERSE PT 14:03 Station no. Backsight Inst.Height Refl.Height Hz V ALL : : : : : : DIST Slope Dist.
Selects the last measured sideshot or the last traverse point as the new station.2 Change the theodolite face. IV Proceed to the dialog "TRAVERSE MENU". EL Call up the CODE function. AH OH 2 Only active if a sideshot point was measured. BS SM AS FS BL HB KM FB SA TR 154 TPS-System 1000 Programs-2.3.
Traverse 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. On completion of the measurement, the program continues either with "MULTIPLE MEAS" or with the IV "TRAVERSE MENU" according to the settings in the EL configuration. AH 14:03 20 1.300 m 249°10'20" 90°19'52" ----- m ----- m Point no. Refl.Height Hz V Slope Dist.
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. Close traverse IV DEFINE CLOSING PT 14:03 TRAV\ AH Rec. device : Search in : OH Point/Code : 123 INPUT ST PT SEARC BS MC EL Memory-Card FILE02.GSI HELP SM F1 F2 F4 F3 F5 F6 AS FS Enter coordinates using the standard input dialog. BL Confirms the coordinates of the starting point. HB or Search coordinates in the database.
No. of Pts. : Number of traverse points Length : Length of traverse Crd. miscl. : Coordinate misclosure Hgt.miscl. : Height misclosure ∆ Easting : Misclosure in easting ∆ Northing : Misclosure in northing IV EL AH OH AziCrdMisc1 : Azimuth of coordinate misclosure H Precision BS : Position precision = SM traverse length = AS Crd. misclosure V Precision FS : Vertical precision = height difference BL Hgt.
Examples Codeblock with results of the traverse closure : WI 41: WI 42: WI 43: WI 44: IV EL Code 38 Number of traverse points. Length of traverse (sum of legs). Azimuth of misclosure AH 410010+00000038 42....+00000005 43....+01013515 44....+01928220 OH BS WI 41 WI 42 WI 43: WI 44: WI 45: SM AS Code 39 Misclosure Misclosure easting Misclosure northing Misclosure in height FS BL 410011+00000039 42....+00000123 43....+00000045 44....+00000114 45....
Generates a plot showing the measurement configuration. TRAV\ 14:03 N PLOT IV MC Plot EL AH RESLT OH HELP F1 F2 F3 F4 F5 F6 BS SM AS Return to the dialog "CLOSURE RESULTS". FS BL HB KM FB SA TR © Leica TPS-System 1000 Programs-2.3.
Configuration IV Configuration Editor EL Start the "Configuration Editor" from the "TRAVERSE MENU" dialog. AH OH SM AS INFO FS HELP F1 BL 14:03 : NO : NO : 38 : OFF : TRAVERSE.LOG CONFIGURATION Two Faces Mult Meas Code Log File Log FlName DFLT F2 F3 F4 MC TRAV\ BS YES F5 F6 HB The "Configuration Editor" sets parameters for further program operations: KM FB Two Faces : Set YES for dual-face measurement, NO for single-face.
Set all values to default. Default values are shown in dialog on page 160. Select (NO/YES, alpha-numeric/numeric input, ON/ OFF). IV EL Confirm displayed parameter and continues with the "TRAVERSE MENU". AH OH 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 difference in angle is within 27' (0.
Point no. IV : The target point number. No. of Meas : Counter of the measurements. σ Hz : Standard deviation of the horizontal direction for a single measurement. σV : Standard deviation of the vertical angle for a single measurement. EL AH σ Slope Dist : Standard deviation of the slope distance for a single measurement. ØHz : Mean value of the HZ-measurements. AS ØV : Mean value of the HZ-measurements. FS ØSlope Dist : OH BS SM Mean value of the slope distances.
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. Subsequently, you IV can read the memory card on your PC and obtain a hard copy of the Log-file. EL AH Data will always be appended to the specified Log-file.
Leica VIP Traverse V 2.10 Instrument : TCM1100, Serial 430000, Joe’s theodolite User Templ : User 1 Meas. File : FILE01.GSI Program Start : 02/23/1995 at 10:25 IV EL Backsight Station AH OH Station : 500 : Pt.1 E= -0.679m N= 9.545m H= 400.062m hi= 1.530m : Pt.2 E=-13.462m N=10.528m H= 400.170m hi= 1.650m : Pt.3 E=26.513m N=16.821m H= 401.260m hi= 1.610m : 501 E= -77.949m N= 25.037m H= 399.923m : 501 E= -78.016m N= 24.996m H= 400.181m BS Station SM Last Trav.Pt. AS FS Closing Pt.
Local Resection Introduction This manual describes the "LOCAL RESECTION" program of the TPS SYSTEM 1000 theodolite series. IV EL Pt2 AH Pt1 H OH N 0°00'00" E0 BS (Local) SM AS ELocal FS PROG_Z18 N0 BL E HB NLocal Two points are measured from any instrument station. The first point measured forms the centre of a local coordinate system (N=0; E=0; H=0). The second point measured determines the direction of the positive N axis.
Enter station point number and height of the instrument. IV LRES\ EL Station no. Inst.Height 14:03 STATION DATA : : MC Station Data Station2 1.555 m AH OH HELP BS CONF F1 F2 F3 F4 F5 F6 SM AS FS Proceed to the dialog "MEASURE POINT 1". BL Start the "CONFIGURATION" HB Quit program . KM FB SA PZ LR 166 TPS-System 1000 Programs-2.3.
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 "RESULTS". IV LRES\ ALL 14:03 12 ----1.300 m 2°10'20" 90°19'52" ----- m EL MEASURE POINT 1 Point no. Remark 1 Refl.Height Hz V Horiz.Dist. : : : : : : DIST Height diff Easting Northing Elevation REC AH OH TARGT : : : : BS 1.002 231.463 56.785 72.
Calculation In this dialog the calculated station coordinates are shown with orientation. 14:03 1 -3.369 m 0.569 m 0.235 m 135°34'56" Station no. Easting Northing Elevation Orientation EL AH SET : : : : : MC LRES\RESULTS
Configuration IV Configuration Editor EL Start the "Configuration Editor" from the "STATION DATA" dialog. AH OH 14:03 CONFIGURATION Two Faces : MC LRES\ NO BS SM INFO DFLT YES HELP F1 AS FS F2 F3 F4 F5 F6 BL HB The "Configuration Editor" sets parameters for further program operations: KM FB Two Faces : YES for dual-face measurement, NO for single-face. SA PZ Displays date and version of the running application. LR Set the value to the default.
Dual-face Measurement IV EL AH 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 difference in angle is within 27' (0.5 gon) and the difference of two measured distances is within 0.5 m (1.64 ft), the observations will be averaged. These tolerances are used to avoid errors in target identification. If exceeded an error message will be displayed.
Road line Introduction The manual describes the program "ROAD LINE" for the Leica TPS 1000 series. IV EL AH centre-line offset (-) [km] 0 OH 50 100 150 200 300 BS SM AS FS BL centre-line offset (+) PROG_Z26 HB KM points to be staked FB SA The program is suitable for setting out points which are determined by chainage and centre-line offset along a PZ calculated alignment.
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. The file names must comply with certain rules: IV EL 1. Hz-alignment File name: ALN?????.GSI AH 2. V-alignment File name: PRF?????.GSI OH BS 3. Cross section File name: CRS?????.GSI SM You can insert a permitted character for a DOS file name in place of a ? . AS FS BL 1.
2. Permitted elements in V-alignments • Straight • Curve • Parabola • End of project defined by chainage and height of starting point IV EL defined by chainage and height of starting point radius of arc (- = crest + = dip) AH OH defined by chainage and height of starting point parameters of parabola1 (- = crest + = dip) BS SM AS (EOP) chainage and height of end- FS point of gradient BL HB 3.
Program concept The "ALIGNMENT CALCULATION" program only permits measurements in one face. Before the program is started, the following procedures are carried out: IV EL 1. Setting user profile and name of the data file. AH 2. Determining the instrument station and the orientation OH BS "ROAD STAKEOUT" requires the following input: SM 1. Chainage for the point to be set out AS BL 2.
Alignment IV 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 "Introduction". The Hz-alignment must always be selected. The choice of a V-alignment and of transverse sections is optional. If no V-alignment is selected, points can only be set out or inspected in two dimensions. Without Valignments, no transverse sections can be selected.
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.g. missing or incorrect word index (WI). Errors are indicated by appropriate messages. The inspection can be continued or interrupted. If serious formal errors are found, the inspection is aborted.
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. IV EL When the program is called up again, the permitted tolerance is inspected only if the data have been changed or if the tolerance limits have been changed. AH OH BS SM AS FS BL HB KM FB SA PZ RO © Leica TPS-System 1000 Programs-2.3.
Program flow IV Chainage and centre-line EL offset The dialog is used to enter the longitudinal and cross section data for a point to be set out, or to call the function "X-SECTION CHECK". AH Hght. Shift : ChaingeIncr : OH 0.000 100.000 m m 14:03 0.000 m POB 0.000 m 0.000 m Chainage Element Offset HghtOffset SM : : : : MC ROADL\ CHAINAGE &OFFSET BS AS CHECK CH--> <--CH XSEC FS HELP BL F1 F2 F3 F4 F5 F6 HB KM Chainage FB SA PZ RO 178 : The present chainage for "STAKEOUT".
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. IV Offset : Horizontal displacement (offset) of EL the point to be set out in relation to the centre line. AH HghtOffset : Height displacement of the point to be OH set out in relation to the centre line. (The amount of the vertical BS displacement is also taken into account.) SM Hght.
Cross sections • Selecting points in the cross section For setting out, points on the defined cross section can be selected. EL Hght. Shift : AH ROADL\ OH Chainage Cross Sect. ∆CL Offset ∆CL HGTDiff Offset BS <-- SM 14:03 1R* 100.000 +TMPL0001 0.000 m 0.000 m 3.000 m <-- : : : : : CENTR F1 --> : --> 0.000 HELP FS m CROSS SETIONS HghtOffset AS 0.999999 MC IV m PLOT F2 F3 F4 F5 F6 BL HB 1R : Numbering the profile points from the centre line outwards: 1L, 2L, 3L, etc.
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.) IV EL AH Hght. Shift : All heights in the alignment are changed by this amount. The value can only be altered in this dialog. OH BS SM Displays far-left profile point. AS Displays profile point one place further to the left. FS Displays centre of profile.
• Plot A simple diagram of the cross section is displayed. The vertical scale is exaggerated three times. IV 14:03 PLOT MC ROADL\ EL AH OH XSEC HELP BS F1 SM F2 F3 F4 F5 F6 AS Returns to dialog "CROSS SECTION". FS BL HB KM FB SA PZ RO 182 TPS-System 1000 Programs-2.3.
Stakeout The coordinates of a stakeout point are displayed and passed to the program "STAKEOUT". IV 14:03 34225.000 1.634 m 1010.567 m -34213.077 m 345.655 m POINT COORDS Chainage Refl.Height Easting Northing Elevation : : : : : MC ROADL\ AH OH STAKE HELP F1 END F2 F4 F3 EL F5 BS F6 SM AS The coordinates calculated from the input values of the dialog "CHAINAGE & OFFSET" or "CROSS SECTION" are displayed. FS BL or Calls program "STAKEOUT". The coordinates displayed are transferred.
X-section Check The function "X-SECTION CHECK" is called in the dialog "CHAINAGE & OFFSET". Any desired point in the topography is measured. The program calculates - the chainage, - the offset and - the height difference of the point in relation to the defined centre line. IV EL AH OH BS SM AS [km] 0 FS 50 100 150 200 300 -2,5 BL KM FB PROG_Z28 HB +2,5 built (actual) SA projected (calculated) +1,2 -3,8 PZ RO ∆H 184 TPS-System 1000 Programs-2.3.
14:03 12 ----1.567 m 135°40'47" 91°34'50" 88°55'58" Point no. : Remark 1 : Refl.-Height : HZ : V : Horiz.Dist : ALL DIST REC HELP MC ROADL\ X-SECTION CHECK IV TARGT IMPOR I<>II EL END AH F1 F2 F3 F4 F5 F6 OH BS This displays the defined standard measuring dialog, which may be different from the one depicted above. SM AS Measures and records in the active file and goes on to display the chainage and the offset relative to the centre-line definition. FS Measures the distance.
Display of results Displayed are - chainage, - offset and - height offset in relation to the centre line. IV EL AH Hght. Shift : ChaingeIncr : OH 0.000 100.000 m m 14:03 : 23.456 m : Straight line : -3.553 m : 0.254 m Chainage Element Offset HghtOffset SM MC ROADL\ CHAINAGE &OFFSET BS AS CHECK CH--> <--CH XSEC FS HELP BL F1 STORE F2 F3 F4 F5 F6 HB KM Chainage : The chainage of the point measured is displayed. Element : The type of element on which the point measured is located.
HghtOffset : Height displacement of the point measured in relation to the centre line. (The amount of the vertical displacement is also taken into IV account.) Hght. Shift : All heights in the alignment are changed by this amount. The value can only be changed in the dialog "CONFIGURATION". EL AH OH ChaingeIncr : The chainage difference when setting out. The chainage is automatically incremented by this amount. BS SM AS Re-calls the function "X-SECTION CHECK".
Configuration IV Configuration Editor EL Start the "Configuration Editor" from the "SELECT ALN FILES" dialog. OH ROADL\ BS SM AS INFO FS 3D Stake Log File Log FlName BL 14:03 0.000 0.000 100.000 m 0.000 m 0°00'16'' 10 m CONFIGURATION BaseChainge End Chainge ChaingeIncr Hght. Shift Deflct.Tol. ChaingeTol. : : : : : : DFLT : : : MC AH EDIT ON OFF ROAD.
Deflct.Tol. ChaingeTol. : Permissible deviation of the tangent directions for adjacent elements. A message appears if this value is exceeded. The input is always in milligon. IV : Permissible deviation of the (chord) EL length of an element and of the distance calculated from the end-point AH coordinates, expressed in the length OH units set. A message appears if this value is exceeded. BS 3D Stake : ON for setting out positions and heights.
Log File IV EL AH 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. Subsequently, you can read the memory card on your PC and obtain a hard copy of the Log-file. Data will always be appended to the specified Log-file.
1 This value results from - the displacement of the zero point of the profile and - the displacement taken from the transverse profile. 2 IV This value results from - the displacement of the zero point of the profile and - the displacement taken from the transverse profile EL - the height displacement in the configuration. AH OH BS Leica VIP Road line V 2.10 Instrument : TCM1800, Serial 410000, TCM1800 User templ. : User 1 Meas. file : FILE01.
Data format IV This section describes the input-data format for the Hzalignment, the V-alignment and the cross section. To enter the data, you can use a PC and the program "ROADDATA.EXE" supplied, or you can use the program "FILE EDITOR" on the TPS 1000. EL AH OH Hz-alignment BS SM The definition of the road elements is based on the main points (= starting and finishing points of the geometrical element) and on the element parameters. Refer to the example in the next diagram.
Element Defined by: Declaration Straight Starting point [E, N] STRAIGHT Arc Start of curve [E, N], radius R. 000CURVE Spiral into curve starting with R= ∞ *) Start of curve [E, N], A-parameter 00SPIRIN Spiral out of curve ending at R= ∞*) Start of curve [E, N], A-parameter 0SPIROUT AH End point [E, N] 00000EOP OH End of project IV EL *) The spiral must begin or end with R = ∞ . BS SM The Hz-alignment file is structured as follows: 1. Header AS 2.
The data block 11....+0STATION 71....+GEOM_ELE 72....+RAD/PARA 73....+TEMPLATE 81..10+00000000 82..10+00000000 IV EL WI 11 STATION: Chainage at the start of the element. 8-digit number. WI 71 GEOM_ELE: Geometrical element according to table page 190 (STRAIGHT, 000CURVE, 00SPIRIN, 0SPIROUT, 00000EOP). WI 72 RAD/PARA: Arc radius or A-parameter for the spirals. 8-digit number. If WI 71 = STRAIGHT / 00000EOP, then WI 72 = 00000NON.
Also: • The header is always at the beginning of the file. • The Hz-alignment file must always contain at least two elements. IV • The units and decimal places used in the WIs 11 and EL 72 are in accordance with the definitions in WIs 81 and 82. AH • The chainage is produced from the sum of the element lengths. OH • A cross-sectional profile may be assigned more than once.
3 4 +R 2 -R PROG_Z21 IV EL 1 AH If the wrong sign (-R) is used, the arc is mirrored between the main points 2 and 3. OH BS SM Example: S-line with a straight connection AS 410001+Example1 42....+HZALIGNM 43....+STACOORD FS 110002+00000000 71....+STRAIGHT 72....+00000NON 73....+Tmpl0125 81..10+02000000 82..10+06000000 BL HB 110003+00198832 71....+00SPIRIN 72....-00122474 73....+Tmpl0123 81..10+02186841 82..10+06068005 KM 110004+00348832 71....+000CURVE 72....-00100000 73....+Tmpl0123 81..
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. IV The cross sections are assigned as follows: Straight Tmpl0125 Left curve Tmpl0123 Right curve Tmpl0124 EL AH The last character at the end of each data line must be a OH space (ASCII character 32). WI 11 and WI 41: The block number is located from position 3 to 6.
Element Defined by: Declaration Straight Starting point [chainage, H] STRAIGHT Arc Start of curve [chainage, H], radius R. 000CURVE Parabola Start of curve [chainage, H], parabola parameter p PARABOLA IV EL End of project Finishing point [chainage, H] AH 00000EOP OH The V-alignment file is structured as follows: BS 1. Header SM 2. Data block: Definition 1st geometrical element AS 3. Data block: Definition 2nd geometrical element FS 4. Data block: Definition 3rd geometrical element ...
The Data block 11....+0STATION 71....+GEOM_ELE 72....+RAD/PARA 83..10+00HEIGHT WI 11 STATION: Chainage (from the Hzalignment) at the start of the element. 8-digit number. WI 71 GEOM_ELE: Geometrical element according to table page 195 (STRAIGHT, 000CURVE, PARABOLA, 00000EOP). WI 72 RAD/PARA: Arc radius or parabola BS parameter. 8-digit number. If WI 71 = STRAIGHT / 00000EOP, then WI SM 72 = 00000NON.
An example of the wrong sign used with an arc of radius R or with the parabola parameter p: IV 2 -R/-p 3 EL +R/+p PROG_Z24 AH OH 1 4 BS SM If the wrong sign (+R/+p) is used, the summit becomes a trough. AS FS Example: Crest and dip BL 410001+Example1 42....+0VALIGNM 43....+STACOORD HB 110002+00000000 71....+STRAIGHT 72....+00000NON 83..10+00400000 KM 110003+00300000 71....+PARABOLA 72....-01142936 83..10+00422500 FB 110004+00500000 71....+STRAIGHT 72....+00000NON 83..
• 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 IV - the height difference sH related to the alignment point (neg.: pt. lower / pos.: pt. higher than alignment) AH EL OH BS alignment left right SM 1 3 sCLO (pos.) s∆H (neg.
The Header 41....+00Job-ID 42....+TEMPLATE IV WI 41 EL WI 42 AH Job-ID: Job identification consists of 8 alphanumeric characters. Fixed name of the template file. May not be changed. OH The data block BS SM 11....+TMPLNAME 35..10+DISTANCE 36..10+000HDIFF AS WI 11 TMPLNAME: Name/number of the cross section, consisting of 8 alphanumeric characters. The following designations are reserved and may not be used: 00000NON and LASTTMPL. WI 35 DISTANCE: Centre-line offset of a transverse-profile point.
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 IV points. Call this template something like AXIS or EMPTY. EL AH Check your data for errors (typing errors, signs etc.) OH before you load it into the memory card. BS SM Example: Cross section AS FS 41....+Example1 42....+TEMPLATE BL 110002+Tmpl0123 35..10-00013000 36..10-00003000 110003+Tmpl0123 35..10-00010000 36..
The Road - Data Entry program The Leica "ROADDATA.EXE" for providing setting-out data files Once the alignment has been designed using roaddesign software, the resulting data consist of main points, element parameters and cross sections. These data must be brought into a structure which can be loaded into the memory card.
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. IV EL AH The "Inverse" routine computes the direction and distance between two points. OH BS The "Traverse" routine computes a new coordinate point given a direction and distance from a known point SM (Polar plotting).
The point coordinates can either: • be determined by measurement, • entered manually using a keyboard or • read from the memory card. IV Data, both measured and read from the file, can be mixed. This means, however, that station coordinates and orientation have to be correctly set. EL AH Directions and distances can be entered manually, called up or freshly determined. The values can then be amended by means of multiplication, division, addition and subtraction.
Configuration Start the "Configurations Editor" from the "COGO MENU" dialogue. IV EL 14:03 Bearing YES CONFIGURATION Direc. Type : Offset : MC COGO\ AH OH BS INFO DFLT LIST SM HELP F1 F2 F3 F4 F5 F6 AS FS The "Configuration Editor" sets parameters sfor further program operations: BL HB Direc. Type Offset : Bearing Azimuth KM : YES entering a parallel displacement is possible NO entering a parallel displacement is not possible FB SA PZ LB Displays date and version.
COGO\ IV 14:03 0 1 2 3 4 5 COGO MENU Inverse Traverse Intersections Offsets 3 Point Arc End COGO EL AH MC Function selection (COGO Menu) OH HELP CONF BS F1 F2 F3 F4 F5 F6 SM AS Call up the "Configuration-Editor". FS BL HB KM FB SA PZ LB TB CO 208 TPS-System 1000 Programs-2.3.
Inverse (polar calculation) Computes distance and direction between two points. IV N N H EL AH OH Azimuth COGO_01 1 BS Magnetic bearing SM E Ho rizo AS nta l di stan ce 2 FS BL HB Search Given : • Direction (magnetic bearing or azimuth) • Horizontal distance KM : • point 1 (y, x) • point 2 (y, x) SA FB PZ LB Station coordinates and orientation need to have been set correctly before the coordinates of point 1 (and/or 2) TB can be determined by measurement.
Call up the function in the "COGO MENU" dialog. COGO\ INVERSE FROM EL Rec. device : Search in : AH Point/Code : INPUT MEAS OH 14:03 MC IV Memory Card FILE01.GSI 58 SEARC αNUM HELP BS F1 F2 F3 F4 F5 F6 SM AS Manual entering of the first (second) point of the straight line. The standard TPS 1000 input dialog box appears. FS BL Measuring the first (second) point of the straight line.
The following dialog box shows the result of the polar calculation from both the given points: 14:03 From To Southwest Horiz.Dist. : : : : IV MC COGO\ INVERSE RESULTS 1010 1020 89°37'45" 31.237 m EL AH OH HELP F1 F2 F3 F4 F5 F6 BS SM From : Display of point number of the first point AS FS To : Display of point number of the second BL point Southwest : Display of magnetic bearing. If "Azimuth" is selected in the configuration during "Direc.
Traverse Computes a new point given a direction and distance from a known point. IV NN H EL AH Azimuth OH 1 COGO_01 BS SM Magnetic bearing E Ho AS FS rizo nta l di stan ce 2 BL HB Search : • point 2 to be accetped (Y, X) Given : • point 1 (Y, X), • Direction (magnetic bearing or azimuth), • Horizontal distance. KM FB SA PZ Station coordinates and orientation need to have been set correctly before the coordinates of point 1 can be determined by measurement.
Call up the function from the "COGO MENU". 14:03 Rec. device : Search in : IV MC COGO\ TRAVERSE FROM Memory Card FILE01.GSI Point/Code : 58 INPUT MEAS EL AH SEARC αNUM OH HELP F1 F2 F3 F4 F5 F6 BS SM AS Manual entering of the first point. The standard TPS 1000 input dialog box appears. FS Measuring the first point. This function is described in chapter "Measure & Record" (Measurement dialogue) of the "System" user manual.
Defining direction by magnetic bearing If "Bearing" is selected in the configuration during "Direc. Type:", then the following dialog box appears: IV 14:03 TRAVERSE Direction to Traverse AH Quadrant NorthEast Offset OH : : : MC COGO\ EL 1 0°00'00" 0.000 INV BS RCALL EDIT HELP F1 SM m MODIF F2 F3 F4 F5 F6 AS FS Quadrant : Enter quadrant: 1 = NorthEast 2 = SouthEast 3 = SouthWest 4 = NorthWest Northeast : Enter magnetic bearing Offset : Enter parallel displacement.
Changing the direction see under existing dialog box "MODIFY BEARING" Exit the program. IV EL AH OH 14:03 0°00'00" --------0°00'00" 0°00'00" 0°00'00" MODIFY BEARING NorthEast Multiply Divide Add Subtract NorthEast : : : : : : MC COGO\ BS SM EDIT AS HELP FS F1 F2 F3 F4 F5 F6 BL HB NorthEast : Display of entered magnetic bearings (ref.
Defining direction by Azimuth If "Azimuth" is selected in the configuration during "Direc. Type:", then the following dialog box appears: COGO\ IV 14:03 TRAVERSE MC Direction to Traverse EL Azimuth Offset AH : : 0°00'00" 0.000 INV OH m RCALL EDIT HELP MODIF BS F1 F2 F3 F4 F5 F6 SM AS FS Azimuth : Entering Azimuth Offset : Entering parallel displacement.
14:03 0°00'00" --------0°00'00" 0°00'00" 0°00'00" MODIFY AZIMUTH Azimuth Multiply Divide Add Subtract Azimuth : : : : : : MC COGO\ IV EDIT EL HELP AH F1 F2 F3 F4 F5 F6 OH BS Azimuth : Display of entered Azimuth (ref.
Defining horizontal distance COGO\ IV 14:03 TRAVERSE MC Distance to Traverse EL Horiz.Dist. : Offset : AH 0.000 0.000 INV OH m m RCALL EDIT HELP MODIF BS F1 F2 F3 F4 F5 F6 SM AS FS Horiz Dist : Entering horizontal distance Offset : Entering parallel displacement.
14:03 0.000 m --------0.000 m 0.000 m 0.000 m MODIFY DISTANCE Horiz.Dist. Multiply Divide Add Subtract Horiz.Dist. : : : : : : MC COGO\ IV EDIT EL HELP AH F1 F2 F3 F4 F5 F6 OH BS Horiz.Dist. : Display of entered horizontal distance (refer to dialogue "TRAVERSE", SM page 218) Multiply : Entering multiplication factor Divide : Entering division factor FS Add : Entering distance for a positive correction BL Subtract Horiz.Dist.
The following dialog box shows the result of the traverse: 14:03 ----0.000 m 0.000 m ----- Point no. Easting Northing Elevation EL : : : : MC COGO\ TRAVERSE RESULTS IV AH STORE OH STAKE HELP BS F1 F2 F3 F4 F5 F6 SM AS Point no.
Intersections Call up the function from the "COGO MENU". INTERSECTIONS Bearing - Bearing Bearing -Distance Distance-Distance End Intersections 14:03 0 1 2 3 EL MC COGO\ IV AH OH BS HELP SM F1 F2 F3 F4 F5 F6 AS FS BL HB KM FB SA PZ LB TB CO © Leica TPS-System 1000 Programs-2.3.
Bearing-Bearing Intersection Intersection IV H EL positive parallel offset N N AH OH BS 2 COGO_02 SM AS FS 1 E Direction (here: Azimuth = Magnetic bearing) BL Azimuth Magnetic bearing HB KM Search : • Coordinates of intersection (Y, X) Given : • point 1 (Y, X), direction (magnetic bearing or azimuth) • point 2 (Y, X), direction (magnetic bearing or azimuth) FB SA PZ LB Station coordinates and orientation need to have been set correctly before the coordinates of point 1 (and/or 2) can be d
Call up the function from the menu "INTERSECTIONS". 14:03 Rec. device : Search in : IV MC COGO\ BEARING #1 FROM Memory Card FILE01.GSI Point/Code : 58 INPUT MEAS EL AH SEARC αNUM OH HELP F1 F2 F3 F4 F5 F6 BS SM AS Manual entering of the first (second) point. The standard TPS 1000 input dialog box appears. FS Measuring the first (second) point of the straight line. BL This function is described in chapter "Measure & Record" (Measurement dialogue) of the "System" - user HB manual.
If "Bearing" is selected in the configuration during "Direc. Type:", then the following dialog box appears: IV 14:03 BEARING #1 Direction from first point MC COGO\ EL AH Quadrant NorthEast Offset OH INV : : : 1 0°00'00" 0.
INPUT RCALL Enter bearing, mangnetic bearing resp. azimuth (if "Azimuth" is selected in the configuration during "Direc. Type:" Call up of a direction which has been IV previously stored using the function EL "Polar calculation". Accept displayed values AH Changing the direction (as dialog box "MODIFY BEARING", page 215 resp. "MODIFY AZIMUTH", page 217) OH BS SM Exit the program. AS FS BL HB KM FB SA PZ LB TB CO © Leica TPS-System 1000 Programs-2.3.
The following dialog box shows the result of the bearing-bearing intersection: COGO\BRG-BRG RESULTS EL Point no. Easting Northing Elevation : : : : 14:03 ----0.000 m 0.000 m ----- MC IV AH STORE OH STAKE HELP BS F1 F2 F3 F4 F5 F6 SM AS Point no.
Bearing-Distance Intersection positive parallel offset IV N N H EL AH S2 OH S1 COGO_03 Radius BS 2 SM 1 E Direction (here: Azimuth = Magnetic bearing) Search Given AS FS BL HB : • Bearing-bearing coordinates S1 and S2 (Y, X) KM : • point 1 (Y, X), direction (magnetic bearing or azimuth) • point 2 (Y, X), radius FB SA PZ Station coordinates and orientation need to have been LB set correctly before the coordinates of point 1 (and/or 2) can be determined by measurement.
Call up the function from the menu "INTERSECTIONS". COGO\ BEARING FROM EL Rec. device : Search in : AH Point/Code : INPUT MEAS OH 14:03 MC IV Memory Card FILE01.GSI 58 SEARC αNUM HELP BS F1 F2 F3 F4 F5 F6 SM AS Manual entering of the first point (or circle centre point). The standard TPS 1000 input dialog box appears. FS BL Measuring the first point (or circle centre point). This function is described in chapter "Measure & Record" (Measurement dialogue) of the "System"-user manual.
If "Bearing" is selected in the configuration during "Direc. Type:", then the following dialog box appears: IV 14:03 Direction from bearing point Quadrant NorthEast Offset : : : 1 0°00'00" 0.000 INV HELP MC COGO\BEARING-DISTANCE EL m AH RCALL EDIT OH MODIF BS F1 F2 F3 F4 F5 F6 SM AS Quadrant : Enter quadrant: 1 = Northeast 2 = Southeast 3 = Southwest 4 = Northwest FS BL HB NorthEast Offset : Enter magnetic bearing If "Azimuth" is selected in the configuration during "Direc.
INPUT IV RCALL EL AH Enter bearing, mangnetic bearing resp. azimuth (if "Azimuth" is selected in the configuration during "Direc. Type:" Call up of a direction which has been previously stored using the function "Polar calculation". Accept displayed values OH Changing the direction (as dialog box "MODIFY BEARING", page 215 resp. "MODIFY AZIMUTH", page 217) BS SM Exit the program. AS FS BL HB KM FB SA PZ LB TB CO 230 TPS-System 1000 Programs-2.3.
Enter distance from point: 14:03 COGO\BEARING-DISTANCE Horiz.Dist. : MC Distance from point 0.000 INV HELP F1 F2 F3 F4 IV m EL RCALL EDIT AH MODIF OH F5 F6 BS SM Horiz.Dist. : Entering radius AS FS Determining the radius by means of the function "Polar BL calculation" (refer to chapter "Inverse"). HB INPUT RCALL Entering radius Call up of a radius which has been previously stored using the function "Polar calculation".
The following dialog box shows the result of the bearing-distance intersection: COGO\ BRG-DIST RESULTS EL Point no. Easting Northing Elevation : : : : MC 14:03 ----0.000 m 0.000 m ----- IV AH OTHER STORE OH STAKE HELP BS F1 F2 F3 F4 F5 F6 SM AS Point no.
Distance-Distance Intersection IV H N N EL Radius 1 AH S1 OH 1 BS 2 COGO_04 SM S2 E AS Radius 2 FS BL HB Search : • Bearing-bearing coordinates S1 and S2 (Y, X) Given : • point 1 (Y, X), radius 1 • point 2 (Y, X), radius 2 KM FB SA PZ Station coordinates and orientation need to have been set correctly before the coordinates of point 1 and/or 2 can be determined by measurement. LB TB CO © Leica TPS-System 1000 Programs-2.3.
Call up the function from the menu "INTERSECTIONS". COGO\ DISTANCE #1 FROM EL Rec. device : Search in : AH Point/Code : INPUT MEAS OH 14:03 MC IV Memory Card FILE01.GSI 58 SEARC αNUM HELP BS F1 F2 F3 F4 F5 F6 SM AS Manual entering of the first circle centre point (2nd circle centre point). The standard TPS 1000 input dialog box appears. FS BL Measuring the first circle centre point (2nd circle centre point).
Enter distance from points: 14:03 Distance from first point COGO\ DISTANCE-DISTANCE Horiz.Dist. : 0.000 MC IV EL m AH INV RCALL EDIT HELP F1 OH MODIF F2 F3 F4 F5 F6 BS SM Horiz.Dist. : Entering distance from first point (2nd point) AS FS Determining the radius by means of the function "Polar BL calculation" (refer to chapter "Inverse"). HB INPUT RCALL Entering radius Call up of a radius which has been previously stored using the function "Polar calculation".
The following dialog box shows the result of the distance/distance intersection: COGO\ DIST-DIST RESULTS EL Point no. Easting Northing Elevation : : : : MC 14:03 ----0.000 m 0.000 m ----- IV AH OTHER STORE OH STAKE HELP BS F1 F2 F3 F4 F5 F6 SM AS Point no.
Offsets Call up the function in the "COGO MENU". IV EL 14:03 Distance--Offset 0 Set Point by Dist--Offset 1 End Offsets 2 OFFSETS MC COGO\ AH OH BS SM HELP F1 F2 F3 F4 F5 F6 AS FS BL HB KM FB SA PZ LB TB CO © Leica TPS-System 1000 Programs-2.3.
Distance-Offset IV EL N N H Base point 2 AH OH L BS Q 3 COGO_05 SM AS 1 E FS BL Search : • Difference in length/abscissa (L) • Lateral deviation/ordinate (Q) • Base point coordinates (Y, X) Given : • Baseline Start Point 1 (Y, X), • Baseline End Point 2 (Y, X), • lateral point 3 (Y, X) HB KM FB Station coordinates and orientation need to have been set correctly before the coordinates of point 1resp. 2 and/or point 3 can be determined by measurement.
Call up the function from the menu "OFFSETS". COGO\ BASELINE START PT. 14:03 MC Rec. device : Search in : IV Memory Card FILE01.GSI Point/Code : 58 INPUT MEAS EL AH SEARC αNUM OH HELP F1 F2 F3 F4 F5 F6 BS SM Manual entering of the baseline start point resp. the baseline end point (or the lateral point) . The standard TPS 1000 input dialog box appears. AS FS Measuring the baseline start point resp. the baseline end BL point (or the lateral point).
The following dialog box shows the results: OFFSET RESULTS Point no. Easting Northing Elevation Distance Offset EL AH : : : : : : NEW OH 14:03 ----0.000 m 0.000 m ----0.000 m 0.000 m STORE MC COGO\ IV STAKE HELP BS F1 F2 F3 F4 F5 F6 SM AS Point no.
Call up the program "Stakeout". The program "Plotting" assumes that the instrument is set and oriented to a known point. If "Point no." has not be entered, the button is not occupied. IV Return to the menu "OFFSETS". EL Exit the program.
Explanation of the polarity rule of L and Q During entering, the polarity is based on the straight line 1 -> 2. + Q Parallel displacement to the right - Q Parallel displacement to the left + L Displacement from basis point 1 in the direction of basis point 2 - L Displacement from basis point 1 in the opposite direction to basis point 2 IV EL AH OH BS Call up the function in the menu "OFFSETS". SM COGO\ BASELINE START PT. 14:03 FS Rec.
Enter distance along baseline (L): COGO\DISTANCE FROM START 14:03 IV Horiz.Dist. : MC Distance along baseline 0.000 EL m AH INV RCALL EDIT HELP F1 OH MODIF F2 F3 F4 F5 F6 BS SM AS Horiz.Dist. : Enter distance along baseline (L) FS Determining the distance along baseline (L) by means of the function "Polar calculation" (refer to chapter "Inverse").
Enter lateral deviation/distance from start (Q): 14:03 OFFSET Perpendicular offset from BL MC COGO\ IV EL Horiz.Dist. : 0.000 m AH INV OH RCALL EDIT HELP MODIF BS F1 F2 F3 F4 F5 F6 SM AS Horiz.Dist. FS : Enter lateral deviation/distance from start (Q) BL HB Determining the lateral deviation/distance from start (Q) by means of the function "Polar calculation" (refer to chapter "Inverse").
The following dialog box shows the results of the orthogonal point calculation: OFFSET RESULTS Point no. Easting Northing Elevation : : : : 14:03 ----0.000 m 0.000 m ----- IV MC COGO\ EL AH STORE STAKE OH HELP F1 F2 F3 F4 F5 F6 BS SM Point no.
Three Point Arc IV Circle centre H EL N N AH 2 3 OH 1 BS COGO_05 SM AS Radius E FS BL HB Search : • Circle centre coordinates (Y, X), • Radius Given : • Arc point 1 (Y, X), • Arc point 2 (Y, X), • Arc point 3 (Y, X) KM FB SA PZ Station coordinates and orientation need to have been set correctly before the coordinates of point 1, 2 and/or point 3 can be determined by measurement. LB TB CO 246 TPS-System 1000 Programs-2.3.
Call up the function from the "COGO MENU" FIRST PT ON ARC Rec. device : Search in : 14:03 IV MC COGO\ Memory Card FILE01.GSI Point/Code : 58 INPUT MEAS EL AH SEARC αNUM OH HELP F1 F2 F3 F4 F5 F6 BS SM Manual entering of the first resp. the second resp. the AS third arc point. The standard TPS 1000 input dialog box appears. FS BL Measuring the first resp. the second resp. the third arc point.
The following dialog box shows the results of the calculation: COGO\ RADIUS PT RESULTS EL Point no. Easting Northing Elevation Radius AH : : : : : STORE OH MC 14:03 ----0.000 m 0.000 m ----0.000 m IV STAKE HELP BS F1 F2 F3 F4 F5 F6 SM AS Point no.
Road Plus Introduction This manual describes the "ROADPLUS" program of the TPS SYSTEM 1000 theodolite series. IV EL The program allows for the stakeout of roads using the typical offset method of construction staking. In addition the program supports station equations, cross section assignment by station, cross section definition, cross section interpolation, superelevation, widening and slope staking/catch points.
The five identifiers ALN, PRF, CRS, STA and EQN identify the type of file and must be used when creating the data files. The ? can be any valid DOS character. The file extension GSI defines the file as a GSI file and must be used. IV EL AH OH 1.
2. Permitted elements in V-alignments • Straight • Curve • Parabola • End of project defined by chainage and height of starting point defined by chainage and height of starting point radius of arc (- = crest; + = dip) defined by chainage and height of starting point parameters of parabola2 (- = crest; + = dip) IV EL AH OH BS SM (EOP) chainage and height of endpoint of gradient AS FS BL 3.
Creating Data Files IV EL AH OH There are two methods that can be used to create the necessary data files. If the program called "FILE EDITOR" is loaded into the theodolite, all necessary data for a given component can be entered through the keyboard. To enter data on the computer a DOS program called "ROADDATA.EXE" can be used. If you create the files using the "ROADDATA.EXE" program, the files must be copied to the PCMCIA card in a directory called GSI. The following table shows an overview of the max.
6. Stake the point and record the data. 7. Choose another point on the cross-section and stake it out. 8. When all selected points on the cross section have been staked, enter a new station and repeat steps 5-7. IV In the sections that follow, the operation of the program EL will be covered in more detail.
Configuration Start the "Configuration-Editor" from the "SELECT ALN FILES" dialog. IV EL 14:03 0.000 89.270 10.000 m 0.000 m 0°00'16" 0.010 m CONFIGURATION Base Chainge : End Chainge : Chainge Incr : Hght. Shift : Deflct. Tol. : Chainge Tol. : OH BS INFO DFLT MC ROAD+\ AH EDIT SM 3D Stake Crs.Intrpl. Crs.Movemnt Hinge mode Log File Log FlName AS FS BL : ON : OFF : Left > Right : normal : ON : ROAD.
Crs. Intrpl. : The abbreviation means "Cross Section Interpolation". When this is set to ON, cross sections will be interpolated both along and between IV cross sections. The interpolation between cross sections makes superelevation and widening possible. EL AH If cross section interpolation is enabled, all cross sections must have the same number of points. OH Use the key to toggle between OFF and ON. Crs. Movemnt: This function controls the movement along the cross section.
Log file IV : When the log file is set to ON, staked out data can be stored in a file for printing at al later date. Use the key to toggle between OFF and ON. Log FlName : Ente a file name for the log file. The default file name can be used. LogFlName appears only if "Log File = ON" is seledted in the "Configuration". EL AH OH BS Displays date and version of the program. SM Sets standard values. The values are displayed in dialog on page 253. AS Accepts and stores parameters displayed.
Horizontal Alignment File The horizontal alignment file contains the following elements: • Station locations • Straight line segments • Circular curves • Spiral curves • Compound curves • End of Project (EOP) IV EL AH Select the horizontal alignment file. A dialog box OH appears with a list of all ALN?????.GSI files available. Move the cursor to the file needed and press . The BS "SELECT ALN FILE" display will return and the cursor will be highlighting the vertical alignment file.
Cross Section Definition When defining the cross section both a cut and fill template can be created similar to the following diagrams. IV EL Cross section - Cut AH CL OH RPLUS01 BS SM AS FS Negative offset Positive offset BL HB Cross section - Fill KM CL FB SA RPLUS02 PZ LB Negative offset TB Positive offset CO CL ... Centerline RP 258 TPS-System 1000 Programs-2.3.
Cross Section Assignment File The cross section assignment file contains the following elements: • Cross Section name • Starting Chainage IV EL A cross section assigned in this manner will remain in effect until another cross section is defined. When the AH file is created you designate the name of the template to OH use and the chainage to begin using the template. The next template name entered also contains a starting BS chainage.
• Cross Section Interpolation Cross sections can be interpolated both along the cross section i.e. between defined points, and between cross sections themselves. The interpolation between cross sections makes superelevtion and widening possible. The following diagrams illustrate these concepts.
• Superelevation/Widening Superelevation is controlled by the cross sections. Cross sections must be placed at the appropriate IV chainage for the beginning of superelevation, full superelevation and back to no superelevation. The STA?????.GSI file contains these special locations EL for cross sections as well as cross section locations for AH widening. The diagram that follows illustrates the concept for superelevation. OH BS Superelvation governed by cross sections SM AS 7.0 FS 6.
Station Equation File IV new EL 9 10 10 8 RPLUS14 OH 9 BS 14 15 8 7 6 7 old Station equations can create either a gap or overlap as shown in the following diagram. Forward Station Equation Station Back 10 + 000 = Station Ahead 15 + 000 5 SM 6 1 2 3 4 4 5 AS 5 6 7 8 9 10 11 12 13 14 15 RPLUS06 AH 13 12 11 Station equations are used to adjust the alignment stationing. The most common reason for doing so is the insertion or removal of curves.
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. During the inspection process, if any errors are found that would cause erroneous data to be computed and displayed, the file checking routine will be aborted. If this occurs, the file(s) containing the problem must be fixed before continuing.
Stakeout Using Horizon- The most common method for staking out roads, pavement, curb & gutter etc. is to use a horizontal offset tal Offset from the actual point. For instance, a four foot offset from finished back of curb (BC) is commonly used to provide cut/fill stakes for a street and curb lines. IV EL AH In this section of the manual, a sample project will be used to demonstrate the procedures to follow for staking a portion of the job.
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. IV The vertical alignment (or profile) for the project is a simple 2% uphill slope. An assumed elevation of 30.50 is placed on the original ground at the Setup Point, and the road starts at elevation 31.1. This allows you to practice with all of the components of the "ROADPLUS" program.
E: 305.000 N: 320.240 ine ox. L Appr 2 T = 7.6 0.298 A=0+2 PT CH EL 0+24.4 IV 8.30 0+1 PI CHA=0+15.240 I=80°00'00" T=7.620 R=9.087 L=12.680 C=11.674 E=2.774 M=2.125 AH oints tch P of Ca e enterlin Road C E: 320.007 N: 322.885 f Road Edge o C = 11.674 OH BS T = 7.62 E = 2.774 L = 12.680 M = 2.125 80°00'00" (88.889 gon) SM AS PC CHA=0+7.62 N R = 9.080 0+6.10 FS Setup Point BL E: 314.15 N: 308.05 H: 30.50 RPLUS08 HB KM FB 0+00 E: 305.00 N: 305.00 H: 31.
Vertical Alignment : PRF_EX1.GSI Chainage 1 2 0 27.918 Element Rad/Par H Straight EOP 0 0 31.100 31.654 IV EL Template: CRS_EX1.GSI AH The horizontal alignment file specifies a template for each chainage. Our horizontal alignment file specifies only one template, "TUTOR". You can, however, specify different templates for any chainage as you may require. We will define two templates, "TUTOR" and "TYP_CUT", in our template file.
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. Place the PCMCIA card in your instrument. IV EL 3. Set up the instrument in your work area and stakeout the example roadway. Set the instrument coordinates to the values shown for point 1 (see figure page 264).
Element : This displays the element for the chosen chainage such as POB, PC, CURVE etc. Offset : Horizontal offset to apply to the current chainage. IV Hght Offset : Vertical offset to apply to the current chainage. EL AH OH Switches to measuring mode to allow for a measurement to determine the chainage and offset for the point shot. After taking the measurement, press and the program will return to the "CHAINAGE & OFFSET" opening display.
Select Template 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. IV EL 14:03 1L 0.000 0.000 m +000tutor -1.500 m -0.030 m Chainage Hght. Shift Template ∆CL Offset ∆CL Hgt Diff OH BS CATCH SM <- CENTR AS Stake Offs. S.Offset Ht Offset Hght Offset FS HELP F1 BL : : : : : : : : : MC ROAD+\ CROSS SECTIONS AH -> -0.600 Horizontal 0.000 0.
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. S. Offset Ht : This display indicates the method used in computing the elevation of the point EL to be staked. The three methods are AH "PREVIOUS ELEMENT", "INTERPOLATED" and OH "HORIZONTAL". Offset : Horizontal offset to apply to current chainage. Hght Offset : Vertical offset to apply to current chainage.
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. IV To accept the value press EL The final step in the process is to select the method to use for computing the elevation of the offset point to be staked. The "ROADPLUS" program provides three methods to choose from: AH OH Horizontal BS . - The elevation is computed horizontally to the catch point.
The most common method used is the "HORIZONTAL" method. To select this method, move the cursor to "S. Offset Ht" and press to display the three options. IV Move the cursor to "HORIZONTAL" and press . EL This setting will remain as the current method until a different method is chosen. Therefore it is not necessary AH to go through the procedure every time. OH Accepts and stores parameters set. Continues to display "POINT COORDS".
14:03 3 0°00'00" 0.007 m 1.320 m 32.700 m IV Target no. ∆ Hz ∆ Dist ∆ Height Elevation EL ALL DIST HELP METHD AH F1 : : : :FILL : REC F2 MC STAKE\ POLAR STAKEOUT αNUM TARGT PLOT F3 F4 F5 F6 OH BS The polar method of stakeout is the default for "ROADPLUS". Turn the instrument until "∆ Hz" is zero. Line up the prism pole. SM AS FS Measure the distance. BL The "∆ Dist" value indicates how far away the measured point is from the point chosen to be staked.
Stakeout Next point on Cross Section 14:03 1R 0.000 +000tutor 1.500 m -0.030 m 0.600 m Chainage Template ∆CL Offset ∆CL Hgt Diff Stake Offs. CATCH <- : : : : : CENTR MC ROAD+\ CROSS SECTIONS EL AH -> OH HELP F1 IV F2 F3 F4 F5 F6 BS SM To set the offset stake for the right side of our example project: Set the "∆CL Offset" value to positive 1.500 m. Note when you do this the position changes from "1L" to "1R". Scroll down and highlight "Stake Offs.". Change the offset value to positive 0.
14:03 4 0°00'00" 0.007 m 1.320 m 32.700 m IV Target no. ∆ Hz ∆ Dist ∆ Height Elevation EL ALL DIST HELP METHD AH F1 : : : :FILL : REC MC STAKE\ POLAR STAKEOUT αNUM TARGT PLOT F2 F4 F3 F5 F6 OH BS Measures the distance. SM Record the point when it has been staked. The "CROSS SECTION" display returns showing the next point on the cross section to stake. AS FS BL HB 14:03 1R 0.000 +000tutor 1.500 m -0.030 m 0.600 m KM Chainage Template ∆CL Offset ∆CL Hgt Diff Stake Offs.
ROAD+\ CHAINAGE & OFFSET 14:03 : : : : 0.000 POB 0.000 0.000 MC Chainage Element Offset Hght Offset m m IV CHECK CH--> <--CH XSEC EDIT EL HELP AH F1 F2 F4 F3 F5 F6 OH BS Moves to the next chainage (you also may enter a chainage). The chainage and offset display will change to reflect the new chainage location. Brings up the "CROSS SECTIONS" display. SM AS FS BL 14:03 1R 25.000 +000tutor 1.500 m -0.030 m 0.600 m Chainage Template ∆CL Offset ∆CL Hgt Diff Stake Offs.
Chainage : Refl.Height : Easting : Northing : Elevation : IV 14:03 25.000 1.500 m 337.000 m 340.500 m 31.200 m MC ROAD+\ POINT COORDS STAKE EDIT EL HELP AH F1 F2 F4 F3 F5 F6 OH BS To stake the offset point on the right side for chainage 25+00: SM AS Activates the stakeout program. The "POLAR STAKEOUT" display will appear. FS BL 14:03 5 0°00'00" 0.010 m 0.950 m 33.187 m Target no.
14:03 1L 25.000 +000tutor -1.500 m -0.030 m -0.600 m Chainage : Template : ∆CL Offset : ∆CL Hgt Diff : Stake Offs. : CATCH <- CENTR MC ROAD+\ CROSS SECTIONS IV -> EL HELP AH F1 F2 F3 F4 F5 F6 OH Change the "∆CL Offset" from centerline to negative 1.5 m. Change the "Stake Offs." value to negative 0.600 m. BS Access the "POINT COORDS" display. AS SM FS Chainage : Refl.Height : Easting : Northing : Elevation : BL 14:03 25.000 1.500 m 331.000 m 340.500 m 31.
Horizontal Offset Stake Out Summary In this section, a brief summary of using the horizontal offset method is provided. It is assumed the reader has reviewed sections "Stakeout using horizontal offset" through "Stakeout and recording" which provide a detailed explanation of program functions. We recommend making a copy of this short guide and keeping it in the instrument case. Start ROADPLUS & Set Configuration Options Start the "ROADPLUS" from the program menu.
Select Alignment Files 14:03 ALN_EX1 PRF_EX1 CRS_EX1 STA_EX1 EQN_EX1 ROADPLUS.LOG ROAD+\ SELECT ALN FILES IV MC Horiz. Aln. : Vert. Aln. : Cross Secs : Crs.Assign : Station Eq : Log FlName : EL AH LIST OH HELP CONF BS F1 F2 F3 F4 F5 F6 SM AS Select the alignment files. FS Place the cursor on each file type, press and pick the file from the displayed list. Select the files. BL HB The "CHAINAGE & OFFSET" options are displayed. KM FB A horizontal file must be selected.
Set offset value and select point to stakeout IV ROAD+\ CHAINAGE & OFFSET 14:03 EL Chainage Element Offset Hght Offset 0.000 POB 0.000 0.000 MC : : : : m m AH CHECK CH--> <--CH XSEC OH EDIT HELP BS F1 F2 F4 F3 F5 F6 SM AS FS To select the template point to stake (back of curb, edge of pavement etc.): BL The "CROSS SECTIONS" options display appears. HB 14:03 1R 25.000 +000tutor 1.500 m -0.030 m 0.600 m KM FB Chainage Template ∆CL Offset ∆CL Hgt Diff Stake Offs.
ROAD+\ POINT COORDS Chainage : Refl.Height : Easting : Northing : Elevation : 14:03 0.000 1.500 m 331.000 m 335.000 m 31.000 m MC Stakeout the point IV EL STAKE EDIT HELP F1 AH F2 F4 F3 F5 F6 The stakeout program will start with the polar stakeout method being used. OH BS SM AS 14:03 4 0°00'00" 0.007 m 1.320 m 32.700 m Target no.
Select new chainage IV ROAD+\ CHAINAGE & OFFSET 14:03 EL Chainage Element Offset Hght Offset 0.000 POB 0.000 0.000 MC : : : : m m AH CHECK CH--> <--CH XSEC OH EDIT HELP BS F1 F2 F3 F4 F5 F6 SM AS Select a new chainage (you also may enter a chainage). FS Select the point to stake out and the offset. Repeat the procedure outlined in sections "Set offset value and select point to stakeout" (page 282) through "Select new chainage" (page 284).
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. The following diagram IV illustrates the concepts of slope staking. EL CL Offset FILL AH OH Cross Section ∆XS Hgt Diff BS SM Centerline 0+200.
Start the "CROSS SECTIONS" display from the "CHAINAGE & OFFSET" display. 14:03 1L 0.000 0.000 m +000tutor -1.500 m -0.030 m Chainage Hght. Shift Template ∆CL Offset ∆CL Hgt Diff EL AH CATCH OH <- : : : : : CENTR HELP MC ROAD+\ CROSS SECTIONS IV -> PLOT BS F1 F2 F4 F3 F5 F6 SM AS Before proceeding, move the cursor to the "Template" option. FS HB Choose the template to use for slope staking. If the displayed template is the correct one, then it will not be necessary to change it.
Measure to the current position of the prism pole. The value for "∆XS Hgt Diff" needs to be zero or close to it. When this value is zero the catch point has been determined. However, the value for "∆Chainage" is also important. This value shows where the actual point is in IV relation to the chainage of the cross section being used. EL In the sample display shown, the value for "∆XS Hgt Diff" is 1.089 m. The value is positive which means the AH catch point is higher than where the measurement was OH taken.
SLOPE STAKING Menu Function Key Summary Measures the distance to the target, and automatically records the data as defined by the currently set recording mask. IV EL Measures the distance only, and updates the display. AH Records the information for the current measurements. OH Permits the user to change the height of the target. BS Stores the data to the log file. SM The store function is not available until a measurement is initiated with the "DIST" key.
Reference Point Displays additional information about how the location of the prism pole relates to components of the crosssection. Do this after a measurement has been made. IV EL AH 14:03 1L 0.000 typcut 3.254 m -0.347 m -0.389 m Chainage Template ∆Chainage ∆Catch Offs ∆Catch HgtD ALL DIST ∆Hinge Offs ∆Hinge HgtD ∆CL Offset ∆CL HgtDiff HELP F1 : : : : : REC MC ROAD+\ REFERENCE POINT BS SM TARGT : : : : 8.154 -2.123 9.213 -1.
∆ Catch Offs : This value is where the pole is in relation to where the existing ground intersects the design slope of the template. IV ∆ Catch HgtD : This value is the vertical difference from the ground shot to where the existing ground catches the template. EL AH ∆ Hinge Offs : This is the horizontal distance from the prism to where the template begins the slope (hinges). OH BS SM ∆ Hinge HgtD : The vertical difference between the ground shot and the hinge point.
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.
The data block for a principal point in the file is structured as follows : 11....+KILOMETR 71....+0NEXTGEO 72....+0NEXTRAD 73....+0TEMPLNR 81..10+00000000 82..10+00000000 IV EL WI 11 Chainage of the point. WI 71 Type of the following geometric element. WI 72 Radius of the next horizontal geometric element, Radius 1 for a compound curve, or the A-Parameter for spirals. WI 73 Number of a cross-section (Template) assigned to the next geometric element. WI 74 Radius 2 for compound curves.
Example of a Horizontal Alignment: 41....+0EXAMPLE 11....+00000000 73....+QP000125 11....+00198832 73....+QP000123 11....+00348832 73....+QP000123 11....+00450725 73....+QP000123 11....+00550725 73....+QP000125 11....+00714138 73....+QP000124 11....+00789138 73....+QP000124 11....+00824376 73....+QP000124 11....+00874376 73....+QP000125 11....+01127904 73....+QP000125 42....+HZALIGNM 71....+STRAIGHT 81..10+06000000 71....+00SPIRIN 81..10+06068005 71....+000CURVE 81..10+06150344 71....+0SPIROUT 81..
Vertical Alignment IV Geometric elements supported: Element Definition Declaration in the Alignment file Tangent Coordinate (Km,H) to Coordinate (Km,H) "STRAIGHT" Circular curve beginning of curve(Km,H), Radius, end of curve (Km,H); "000CURVE" Parabola Coordinate (Km,H), Parabola parameter / Parabola length; "0PARABOL" End of project Coordinate (Km,H) "00000EOP" EL AH OH BS SM AS FS Vertical Alignment File Header: BL 41....+000JOBID 42....+0VALIGNM 43......
Comments: • The header consists of a single block at the start of a data file. • Tangents and the EOP contain “00000NON” in WI72 • Data units in WI’s 11, and 72 are defined by WI83. • Tangent and arc lengths may be calculated from the stationing. • The stationing is projected onto a horizontal plane. • If the curve radius point lies above the centerline, the radius is positive. • If the curve radius lies beneath the centerline, the radius is negative. • An alignment file must contain at least two elements.
Cross Sections Geometric elements supported: Element Definition IV Height differences Height difference to the centerline EL Distance AH Cross section type Differentiate between CUT and FILL cross sections OH Slope Distance from the centerline slope ratio BS Header of the cross section file: SM 41....+00JOB_ID 42....+TEMPLATE AS FS BL WI41 Job identification. Max. 8 ASCII characters, user definable. WI42 Template file identification. May not be changed by user.
• 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. • A negative height difference (WI36) indicates a point below the centerline. • A positive height difference (WI36) indicates a point above the centerline. • For a cross section file there is a limitation of 200 data blocks. The maximum number of points in a cross section is 48.
Cross Section Assignments IV EL AH Elements supported. Element Definition Cross Section number The number or identifier of the cross section Chainage The chainage from which the cross section is applied OH Header of the Cross Section Assignment file: BS 410001+000asker 42..10+ASSIGNMT 43....+CRSASKER SM AS WI41 Job identification. Max. 8 ASCII characters, user definable. FS WI42 Cross section assignment file identification. May not be changed by user.
Example: 410001+000asker 110002+0000NORM 110003+0000NORM 110004+00000568 110005+000568.1 110006+000585.1 110007+000585.2 110008+0000NORM 110009+0000NORM 110010+00000811 110011+000826.9 110012+00000827 110013+00000827 110014+000826.9 110015+00000860 42..10+ASSIGNMT 43....+CRSASKER 71....+00382000 71....+00552000 71....+00568000 71....+00568100 71....+00585100 71....+00585200 71....+00611000 71....+00775000 71....+00811000 71....+00826900 71....+00827000 71....+00844000 71....+00844100 71....
Station Equations IV EL AH OH Elements supported Element Definition Station equation number The number or identifier of the station equation Chainage ahead The chainage to be applied going forward along the alignment Chainage back The chainage to be applied going backward along the alignment BS Header of the Station Equation file : SM AS 41....+00JOB_ID 42....+0STAEQTN FS WI41 Job identification. Max. 8 ASCII characters, user definable. WI42 Station Equation file identification.
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. Subsequently, you IV can read the memory card on your PC and obtain a hard copy of the Log-file. EL Data will always be appended to the specified Log-file.
Leica VIP RoadPlus V2.11 Instrument : TCM1100, Serial 412784, (not named) User Templ. : User 1 Meas. File : FILE01.GSI Program Start : 04/08/1995 at 10:23 IV EL AH Horizontal Aln Vertical Aln Cross Sections : : : ALNSPORT.GSI PRFSPORT.GSI CRSSPORT.GSI OH Station : 1 E= 0.000m N= 0.000m ELV= 0.000m hi= 0.000m BS SM AS FS BL HB KM FB SA Point No. Chainage Design Staked Deltas : : : : : 55 150.000, Offset= 0.000m, E= -79.269m, N= 19.917m, E= -1.057m, N= 2.578m, dE= -78.211m, dN= 17.
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. This program is used to open/to view and edit existing project files for the program "RoadPlus" or for creation of new project files. In order to create new project files, the file names must comply with certain rules. IV EL AH OH BS SM 1. Horizontal Alignment File File Name: ALN?????.GSI AS 2.
Editing files It is possible to insert also a new data set: • With function "Coordinate", point coordinates, station coordinates or a code block can be inserted. IV • With function "Horizontal Alignment" a tangent, a circular curve, a Spiral in, a Spiral out, a Curve in or a Curve out can be inserted. For the circular curve radius the following sign rule applies: With a right-hand curve (centre of circle right of alignment) the sign is positive.
Open file Start program "FILE EDITOR" from the "MAIN MENU: PROGRAMS" dialog. IV EL FilEd\ 14:03 OPEN FILE AH File Type File Name : : MC FILE EDITOR (GSI) Coordinate FILE04.GSI OH BS INFO CREAT LIST SM HELP F1 F2 F3 F4 F5 F6 AS FS BL File Type File Name : Select type of file: Coordinate, refer to chapter "Coordinates" Horiz. Align, refer to chapter "Horizontal Alignment" Vert. Align, refer to chapter "Vertical Alignment" Template, refer to chapter "Template" Sta. Eqn.
Coordinates Press within dialog page 305 in order to create a new file Coordinates (see dialog below). IV Press within dialog page 305 in order to view and edit the selected file (see dialog page 307 - 309). EL AH File Type : File Name : No.Decimals : BS 14:03 CREATE FILE MC FilEd\ OH Coordinate FILE06.GSI 3 SM LIST HELP AS F1 FS BL HB F2 F3 F4 F5 F6 File Type : Display of type of file. File Name : Select file name. Only files, which are not created yet, can be selected. KM No.
Call function "Insert Point Coordinates" in menu "INSERT RECORD" (page 306). 14:03 2/ 3 9 0.000 m 0.000 m 0.000 m Point no. Easting Northing Elevation : : : : <-- --> HELP |<-- F1 F2 SAVE MC FilEd\ VIEW / EDIT FILE EL AH INSRT IMPOR αNUM -->| F3 OH SEARC F4 F5 IV F6 BS SM 2/ 3 : Sequence number of current point and AS total number of points in the measurement set. The scroll bar shows FS the sequential position of the measurements, graphically. Point no. : Input of point number.
Call function "Insert Station Coordinates" in menu "INSERT RECORD" (page 306). IV FilEd\ VIEW / EDIT FILE EL Point no. Stn.Eastng Stn.Northg Stn.Elev. AH OH <-- --> HELP |<-- : : : : SAVE αNUM INSRT -->| MC 14:03 2/ 3 9 0.000 m 0.000 m 0.000 m SEARC BS F1 F2 F3 F4 F5 F6 SM AS 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. Point no. : Input of point number.
Call function "Insert Code Block" in menu "INSERT RECORD" (page 306). 14:03 2/ 3 1 +00000000 +00000000 +00000000 +00000000 FilEd\ VIEW / EDIT FILE : : : : : 1 2 3 4 <-- --> Info 5 Info 6 Info 7 HELP F1 SAVE : : : |<-F2 MC Code Info Info Info Info IV AH αNUM INSRT OH +00000000 +00000000 +00000000 -->| F3 BS SEARC F4 F5 EL SM F6 AS FS 2/ 3 : Sequence number of current point and BL total number of points in the measurement set.
Start dialog "SEARCH" in dialogs "VIEW / EDIT FILE" (pages 307 - 309). FilEd\ EL Direction : Point/Code : 14:03 SEARCH MC IV Forward ----- AH SEARC αNUM OH HELP BS F1 F2 F3 F4 F5 F6 SM AS Direction : Forward: Searching for point or code numbers in direction end of file. Backward: Searching for point or code numbers in direction start of file. Point/Code : Input of point or code number. FS BL HB KM or FB Point search. SA PZ LB TB CO RP FE 310 TPS-System 1000 Programs-2.3.
Horizontal Alignment Create new file "Horiz. Align" in dialog page 305, see IV dialog bottom. EL View and edit selected file in dialog page 305, see dialog page 312/314. AH OH 14:03 CREATE FILE File Type : File Name : No.Decimals : BS MC FILED\ Horiz. Align ----3 SM AS αNUM FS HELP F1 F2 F3 F4 F5 F6 BL HB KM File Type : Display of type of file. File Name : Input of file name (max. 5 char.), see chapter "Introduction". FB SA PZ No.Decimals : Selection of number of decimals.
14:03 1/ 1 JOB_ID HZALIGNM STACOORD Job Id File Id File Type IV : : : SAVE EL HELP |<-- αNUM INSRT -->| MC FilEd\ VIEW / EDIT FILE SEARC AH F1 F2 F3 F4 F5 F6 OH BS 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. BL Job Id : Input of job identification. HB File Id : Display of horizontal alignment file. KM File Type : Display for the main point method.
14:03 INSERT RECORD Insert Insert Insert Insert Insert Insert Tangent Circular Curve Spiral In Spiral Out Curve In Curve Out MC 1 2 3 4 5 6 IV EL 7 Insert End Of Positioning AH HELP F1 F2 F3 F4 F5 F6 OH BS SM Insert Tangent. AS Insert Circular Curve. FS BL Insert Spiral In. HB Insert Spiral Out. KM Insert Curve In, see dialog page 314. FB Insert Curve Out. SA Insert End Of Positioning. PZ The function "Insert Curve In" is used as an example.
Call function "Insert Curve In" in menu "INSERT RECORD" (page 313). 14:03 2/ 3 0.000 m Curve In 0.000 m TEMPLATE 0.000 m Station Ele Type Radius 1 Template Radius 2 EL AH <-- OH : : : : : --> Easting Northing BS HELP SM F1 SAVE INSRT IMPOR EDIT : : |<-F2 MC FilEd\ VIEW / EDIT FILE IV 0.000 m 0.000 m -->| DEL F3 SEARC F4 F5 F6 AS FS 2/ 3 : Sequence number of current point and total number of points in the measurement set.
Display of previous point. Display of following point. IV Save file. EL Insert new data set. Import of coordinates either by manual input or by reading in the active coordinate file. This function is described in chapter "Select user template ..." of the "SYSTEM" Users Manual. AH OH BS Goto start of file. SM Goto end of file. AS Delete a data block. FS Point search. BL HB KM FB SA PZ LB TB CO RP FE © Leica TPS-System 1000 Programs-2.3.
Start dialog "SEARCH" in the dialogs "View / Edit File" (pages 312, 314). FilEd\ SEARCH EL Direction Station : : 14:03 MC IV Forward ----- m AH SEARC EDIT OH HELP BS F1 F2 F3 F4 F5 F6 SM AS Direction : Forward: Searching for station in direction end of file. Backward: Searching for station in direction start of file. Station : Input of station (chainage). FS BL HB KM or FB Search for station. SA PZ LB TB CO RP FE 316 TPS-System 1000 Programs-2.3.
Vertical Alignment Create new file "Vert. Align" in dialog page 305, see dialog bottom. EL View and edit selected file in dialog page 305, see dialog page 318 , 319. OH 14:03 CREATE FILE File Type : File Name : No.Decimals : AH MC FilEd\ IV Vert. Align ----3 BS SM αNUM AS HELP FS F1 F2 F4 F3 F5 F6 BL HB File Type : Display of type of file. File Name : Input of file name (max. 5 char.), see chapter "Introduction". KM No.Decimals : Selection of number of decimals.
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. EL Job Id : Input of job identification. AH File Id : Display for the vertical alignment file. OH File Type : Display for the main point method. IV BS Meaning of the function keys is similar to dialog page 312.
Call function "Insert Parabola" in menu "INSERT RECORD" (page 318). 14:03 2/ 3 0.000 m Parabola 0.000 m 0.000 m FilEd\ VIEW / EDIT FILE : : : : <-- --> HELP |<-- F1 F2 SAVE MC Station Ele Type Parameter Elevation IV EL AH INSRT IMPOR EDIT -->| DEL F3 OH SEARC F4 F5 F6 BS SM AS 2/ 3 : Sequence number of current point and total number of points in the FS measurement set. The scroll bar shows the sequential position of the BL measurements, graphically.
Start dialog "SEARCH" in the dialogs "View / Edit File" (pages 317, 319). FilEd\ EL Direction Station 14:03 SEARCH : : MC IV Forward ----- m AH SEARC EDIT OH HELP BS F1 F2 F3 F4 F5 F6 SM AS Direction : Forward: Searching for station in direction end of file. Backward: Searching for station in direction start of file. Station : Input of station (chainage). FS BL HB KM or FB Search for station. SA PZ LB TB CO RP FE 320 TPS-System 1000 Programs-2.3.
Template Create new file "Template" in dialog page 305, see dialog bottom. IV EL View and editselected file in dialog page 305, see dialoges page 322/323. AH OH 14:03 File Type : File Name : No.Decimals: BS MC FilEd\ CREATE FILE Template ----3 SM AS αNUM FS HELP F1 F2 F3 F4 F5 F6 BL HB KM File Type : Display of type of file. File Name : Input of file name (max. 5 char.), see chapter "Introduction". FB SA PZ No.Decimals : Selection of number of decimals.
14:03 1/ 1 JOB_ID TEMPLATE Job Id File Id : : MC FilEd\ VIEW / EDIT FILE IV SAVE EL HELP |<-- αNUM INSRT -->| SEARC AH F1 F2 F3 F4 F5 F6 OH BS 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. Job Id : Input of job identification. File Id : Display of cross section file. SM AS FS BL HB KM Meaning of the function keys is similar to dialog page 312.
14:03 2/ 3 TEMPLATE 0.000 m 0.000 m FILL 0.000 Template : ∆Hz-Dist. : SO Ht diff : Cut/Fill : Slope ratio : <-- --> HELP |<-- SAVE INSRT -->| DEL MC FilEd\ VIEW / EDIT FILE IV EDIT EL SEARC AH F1 F2 F3 F4 F5 F6 OH BS 2/ 3 : Sequence number of current point and SM total number of points in the measurement set. The scroll bar shows AS the sequential position of the measurements, graphically. Template : Input of name/number of cross section BL point. ∆ Hz-Dist. : Input of horiz.
Start dialog "SEARCH" in the dialogs "View / Edit File" (pages 322, 323). EL FilEd\ SEARCH Direction Template : : 14:03 MC IV Forward ----- AH SEARC αNUM OH HELP BS F1 F2 F3 F4 F5 F6 SM AS Direction : Forward: Searching for templates in direction end of file. Backward: Searching for templates in direction start of file. Template : Input of template name. FS BL HB KM or FB Search for templates. SA PZ LB TB CO RP FE 324 TPS-System 1000 Programs-2.3.
Station Equation Create new file "Sta. Eqn." in dialog page 305, see dialog bottom. IV EL View and edit selected file in dialog page 305, see dialogs page 326/327. AH OH 14:03 File Type : File Name : No.Decimals : BS MC FilEd\ CREATE FILE Sta. Eqn. ----3 SM AS αNUM FS HELP F1 F2 F3 F4 F5 F6 BL HB KM File Type : Display of type of file. File Name : Input of file name (max. 5 char.), see chapter "Introduction". FB SA PZ No.Decimals : Selection of number of decimals.
14:03 1/ 1 JOB_ID 0STAEQTN Job Id File Id : : MC FilEd\ VIEW / EDIT FILE IV SAVE EL HELP |<-- αNUM INSRT -->| SEARC AH F1 F2 F3 F4 F5 F6 OH BS 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. Job Id : Input of job identificaton. File Id : Display for the station equation file. SM AS FS BL HB KM Meaning of the function keys is similar to dialog page 312.
14:03 2/ 3 0 0.000 m 0.000 m Sta. Eqn. Ahead Back : : : MC FilEd\ VIEW / EDIT FILE IV <-- --> HELP |<-- SAVE αNUM INSRT -->| DEL EL SEARC AH F1 F2 F3 F4 F5 F6 OH BS 2/ 3 : Sequence number of current point and SM total number of points in the measurement set. The scroll bar shows AS the sequential position of the measurements, graphically. FS Sta. Eqn. : Input of number of station equation. Ahead : Input of station ahead. Back : Input of station back.
Start dialog "SEARCH" in dialogs "View / Edit File" (pages 326, 327). EL FilEd\ SEARCH Direction Sta. Eqn. : : 14:03 MC IV Forward ----- AH SEARC αNUM OH HELP BS F1 F2 F3 F4 F5 F6 SM AS Direction : Forward: Searching for station equations in direction end of file. Backward: Searching for station equations in direction start of file. Sta. Eqn. : Input of number of station equation. FS BL HB KM or FB Search for station equations.
Cross-section Assignment Create new file "CRS Assignmnt" in dialog page 305, see dialog bottom. IV EL View and edit selected file in dialog pagee 305, see dialogs page 330/331. AH OH 14:03 File Type : File Name : No.Decimals: BS MC FilEd\ CREATE FILE CRS Assignmnt ----3 SM AS αNUM FS HELP F1 F2 F3 F4 F5 F6 BL HB KM File Type : Display of type of file. File Name : Input of file name (max. 5 char.), see chapter "Introduction". FB SA PZ No.Decimals : Selection of number of decimals.
14:03 1/ 1 JOB_ID ASSIGNMT CRSCCCCC.GSI Job Id File Id CRS File IV : : : SAVE EL HELP |<-- αNUM INSRT -->| MC FilEd\ VIEW / EDIT FILE SEARC AH F1 F2 F3 F4 F5 F6 OH BS 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. Job Id : Input of job identification. File Id : Display of section assignment file. CRS File : Selection of relevant cross section file.
14:03 2/ 3 TEMPLATE 0.000 m Template Station : : MC FilEd\ VIEW / EDIT FILE IV <-- --> HELP |<-- SAVE INSRT -->| DEL LIST EL SEARC AH F1 F2 F3 F4 F5 F6 OH BS 2/ 3 : Sequence number of current point and SM total number of points in the measurement set. The scroll bar shows AS the sequential position of the measurements, graphically. FS Template : Selection of template. Station : Input of start station for this template.
Start dialog "SEARCH" in dialogs "View / Edit File" (pages 330, 331). EL FilEd\ SEARCH Direction Station : : 14:03 MC IV Forward ----- m AH OH SEARC EDIT HELP BS F1 F2 F3 F4 F5 F6 SM AS Direction : Forward: Searching for templates in direction end of file. Backward: Searching for templates in direction start of file. Station : Input of station (chainage). FS BL HB KM or FB Search for station. SA PZ LB TB CO RP FE 332 TPS-System 1000 Programs-2.3.
Monitoring The manual describes the "Monitoring" program of the IV Leica TPS SYSTEM 1000 theodolite series. EL The program allows for automatic measurement repetition. AH OH BS SM AS FS MONI-01 BL HB KM Max. 50 measuring points and as many measurement repetitions as desired, at any time intervals. FB SA PZ Introduction LB The instrument must be firmly mounted on a tripod or pillar.
The measurements can be: • repeated as often as is necessary, • at any time • performed in both faces. IV The point number, the horizontal and vertical angles and the slope distance for the individual measurements are stored on the memory card. EL AH The points to be measured must be permanently equipped with Leica prisms. The measurements are limited only by the storage capacity of the PCMCIA memory card. OH BS SM AS FS BL HB KM FB SA PZ LB TB CO RP DE MO 334 TPS-System 1000 Programs-2.3.
Main menu MONIT\ MONITORING MENU 14:03 Point Selection Timer Selection Point Measurement End Monitoring IV MC 1 2 3 4 EL AH INFO OH HELP F1 F2 F3 F4 F5 F6 BS SM AS Selection of points to be measured, see page 336. FS Set timer requirements, see page 339. BL Start point measurement, see page 340. HB Exit the "Monitoring" program. KM FB SA PZ LB TB CO RP DE MO © Leica TPS-System 1000 Programs-2.3.
Selecting points IV 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. EL MONIT\ OH BS 14:03 LEARNED 24 24 YES POINT SELECTION Control Total Pts. Select Pts. Two Faces SM : : : : MEAS MC AH SELCT LIST HELP AS F1 F2 F3 F4 F5 F6 FS BL To learn points, the "LEARNED" file must be used as a control file.
MONIT\ : : : : : : 14:03 2 ----0.0000 m 281°47'05" 92°15'36" 145.4821 m REC TARGT DONE LEARN POINT Point no. Remark 1 Refl.Height Hz V Horiz.Dist. ALL DIST HELP MC Measurement menu IV ñ αNUM EL I<>II F1 F2 F3 F4 AH F5 F6 OH BS If the measurement file already includes points with the SM same point number, then when this function is called you will be asked whether the points are to be written AS over.
Selecting the points to be measured IV Start selection of the points to be measured in the dialog "POINT SELECTION" (page 336). AH MONIT\ OH Point no. Selected Hz V Slope Dist. BS ALL SM POINT SELECTION DIST HELP : : : : : 14:03 MC EL 1 IN 126°13'42" 89°44'11" 29.7961 REC NONE m --> ZIEL DONE ENDE ALL POSIT ñ OUT αNUM AS F1 F2 F3 F4 F5 F6 FS BL In this menu, you can select the points which you require for the automatic measurement.
MONIT\ 14:03 18/07/97 16:00:00 30/08/97 00:00:00 0h 1m 2 TIMER SELECTION Beg Date Beg Time End Date End Time Delay Repetitions : : : : : : MC Timer selection IV EL EDIT HELP F1 AH F2 F3 F4 F5 F6 OH BS This menu decides when the measurement will be taken. SM Enter the date and time for the beginning and end of the AS measurement. An interval of at least one minute between FS measurements must be defined. The number of repeats can be defined in the field BL "Repetitions".
Point measurement IV 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. EL Abort the automatic measurement. AH OH BS SM End monitoring This option terminates the "Monitoring" program. AS FS BL HB KM FB SA PZ LB TB CO RP DE MO 340 TPS-System 1000 Programs-2.3.
Index A Abort Abscissa Additional applications Alignment Angular correction Arcs Area Azimuth and distance 340 238, 241 16 175 168 120 117 64 IV EL AH OH BS B SM Backsight azimuth Base point Baseline points 152 106, 238 AS 95 FS C BL Calling up the program Calls ON-LINE help Calls up code input CAUTION Centre-line offset Chainage Closes application Coarse positioning COGO Computation of area Create coordinate file Create cross-section assignment file Create horizontal alignment file Create station
D IV DANGER Data exchange Designation of keys Determination of the station elevation Direction measurements 4 24 26 27 129 File editor Free station 303 79 EL AH F OH BS SM AS G H FS General notes 23 Hidden point Hz-alignment 111 192, 291 BL HB I KM FB Important paragraphs Installation in the PC Instrument field setup Intersections Introduction Inverse 4 12 24 221 11 209 SA PZ L LB TB Licence code Line offset Loading application programs Loading system texts Local coordinates Local rese
M N O Measurement file Measurement menu Measurement repetition Monitoring 336, 337 337 333 333 IV EL Naming files 15 AH OH Offsets Ordinate Orientation Orientation and height transfer Orientation correction 27, 32, 38, 44, 47, 84, 90, 168 Oriented direction Orthogonal Orthogonal stakeout 237 238, 241 BS 79, 83, 168 27 SM AS 31, 43, 83 62 FS 68 BL P HB PCMCIA memory card Perimeter Point measurement Polar calculation Polar stakeout Pole Polygon mode Polygonal mode Product identification Project fi
S IV EL AH OH BS SM Scale factor Select stakeout method Selecting points Sets of angles Sideshot Sideshot point Sideshots Slope staking Software upload Stakeout Stakeout from coordinate differences Stakeout with auxiliary points Standard applications Station equations Superelevation 84 74 336 129 153 154, 155 147 285 17 59, 66, 183 72 70 11, 16 262, 300 261 AS FS T BL HB KM Three point arc Tie distance Timer selection TRANSFER Traverse Traverse point Two faces 246 49 339 19, 20 147, 212 153, 154, 155
Leica Geosystems AG, Heerbrugg, Switzerland has been certified as being equipped with a quality system which meets the International Standard of Quality Management and Quality Systems (ISO standard 9001) IV EL AH OH BS SM AS FS BL Total Quality ManagementOur commitment to total customer satisfaction HB KM Ask your local Leica agent for more information about our TQM program FB SA PZ LB TB IX © Leica TPS-System 1000 Programs-2.3.
664901-2.3.1en Printed in switzerland - Copyright Leica Geosystems AG, Heerbrugg, Switzerland 1998 Translation of original text (664901-2.3.1de) Leica Geosystems AG Geodesy CH-9435 Heerbrugg (Switzerland) Phone +41 71 727 31 31 Fax +41 71 727 46 73 www.leica.
