Home

Leica 1000Z01 User's Manual

1. dm 5 Chainage 25000 Template E 000tutor ACL Offset 1 500 m ACL Bien DLELS 0 050 m Stake ed NN mi 8351010 catch CENTR gt _ Shift o M Fi F2 F3 F4 F5 FB e F4 Change the ACL Offset from centerline to negative 1 5 m Change the Stake Offs value to negative 0 600 m CONT A e ccess the POINT COORDS display ROAD POINT COORDS 14 03 MM Chainage 3 25 000 O Red isealgmE 15 500 m Easting ISL OQO im Northing 340 500 m Elevation 8 Si ZOO m O ee ee OOOO LAKE M M Fi F2 F3 F4 F5 F6 Fs Access the stakeout program Follow the stakeout e procedure previously outlined and record the staked out point When the CROSS SECTIONS display returns press 4 to access the CHAINAGE amp OFFSET display Leica TPS System 1000 Programs 2 3 len 279 Horizontal Offset Stake Out Summary Start ROADPLUS amp Set Configuration Options Shift F2 e Shift 2 CONT e 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 instrum
2. displayed RESULTS 14 03 BOLME MOs Stationl2 U Hz LG 55 519 V SLO GY ZO SOPS Das 8 Sassy m al aLGlaie OLEE 0 435 iim Easting LADS 5 OSD qr Teee ramcr 7 Northing IZA Ae iL sm Elevation 2 06 005 m sh ee F1 F2 F3 F4 F5 F6 e Point no The Point number Hz Horizontal direction to the hidden point Leica TPS System 1000 Programs 2 3 len 115 F1 F3 F4 CODE CONT Shift ESC e e 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 Take a new hidden point measurement Store the point calculation on the recording device If the prism constant is also stored depending on the REC mask during storing of the calculated data of the hidden point this value can be ignored because it is not relevant for the calculation Enter target data as described in chapter Measure amp Record of SYSTEM user manual Call up the CODE function as described in chapter Measure amp Record of SYSTEM user manual Proceed to measure a new hidden point Exit the program 1
3. RPLUSOS Cross Section C Intermediate Cross Section B O a __ Intermediate i Re Cross Section A i ESSL No Superelevation Leica TPS System 1000 Programs 2 3 len 261 Station Equation File Station equations are used to adjust the alignment stationing The most common reason for doing so is the insertion or removal of curves Inserting or removing a curve would require re calculating the stationing of an new entire alignment Using station equations eliminates this 10g Station equations can create either a gap or overlap as 9 ae shown in the following diagram I tji a a z 8 AE z Forward Station Equation AN Station Back 10 000 Station Ahead 15 000 NN es PSS 123456 7 8 9 Q1 12 13 14 15 RPLUS06 HEEHEEHHEHHEHHHE 5 16 17 18 19 2021 22 23 Backward Station Equation Station Back 13 000 Station Ahead 7 000 12 34 5 6 7 8 9 10 1112 13 I 1234 56 T 8 9 101112 RPLUS16 F amp Select the station equation file A dialog box appears the cursor to the file needed and press e The SELECT ALN FILE display will return and the cursor will be highlighting the Log Filename The filename can be changed or the default name can be accepted When all files have been selected Continues to display CHAINAGE amp OFFSET Prior to the CHAINAGE amp OFFSET display appearing you will see a brief message about che
4. 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 Station Input of station chainage Ele Type Display of geometric element Parameter Input of parabola parameter Elevation Input of elevation Meaning of the function keys is similar to dialog page 314 O Leica TPS System 1000 Programs 2 3 1en 319 Shit of Start dialog SEARCH in the dialogs View Edit File pages 317 319 FilEd SEARCH 14 03 0 1 U Dyreotrion Forward w Station ee a EE EEEEN EEESIEEEENE AS IEEE EN IEEE ERNEUT NENNEN F1 F2 F3 F4 F5 F6 e e Direction Forward Searching for station in direction end of file Backward Searching for station in direction start of file Station Input of station chainage or Search for station 320 TPS System 1000 Programs 2 3 1en Leica Template F2 Create new file Template in dialog page 305 see dialog bottom CONT View and editselected file in dialog page 305 see 2 dialoges page 322 323 FilEdN CREATE FILE 14 03 AM Bile Type 8 Template File Name MNEEHENEEEEE No Decimals 3vw LL o j ONUM 7 Fi F2 F3 F4 F5 F6 File Type Display of type of file File Name Input of file na
5. F2 F5 CONT e Shift F5 2 Shift ESC e Enter distance from points ESESIMERERENISRSRERENDUENE 6 00 NG Distance from first point BOE IL GIDL SiG 8 O 000 im E v OOO TO SA EE LS Se INNEN Fi F2 F3 F4 F5 F6 e Horiz Dist Entering distance from first point 2 point Determining the radius by means of the function Polar calculation refer to chapter Inverse INPUT Entering radius RCALL Call up of a radius which has been previously stored using the function Polar calculation Accept displayed values Changing the direction as dialog box MODIFY DISTANCE page219 Exit the program O Leica TPS System 1000 Programs 2 3 1en 235 Shift e F2 F3 F5 CONT Shift e ESC e The following dialog box shows the result of the distance distance intersection COGO DIST DIST UOC 14 03 EN Dowie weg G8 ee e Easting 0 990 im Northing 0 000 im Elevation AEE E __ij Bereak e E F1 F2 F3 F4 F5 F6 e e Point no Entering point number of the bearing bearing Easting Display of east coordinate Northing Display of north coordinate Elevation Entering height optional Changing between both solutions The following results
6. aREA CONFIGURATION 14 03 N Two Faces Code i 36 Log File OFF Log FlName 2 AREA LOG Fi F2 F3 F4 F5 Fb e e e e 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 eight alpha numeric characters Log File Set to ON the program will record measurement data in a log file in the format described on page 126 Log FlName Enter the Log File Name e 5 Display date and version of the running application F5 Set the values to default Default values are displayed in dialog above O Leica TPS System 1000 Programs 2 3 1en 125 CONT Shift e ESC e Dual face Measurement 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 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
7. Leica TPS System 1000 Programs 2 3 len 325 Shift 2 Q riled View EDIT FILE 0o AEN S w if 1 Job Id File Id f OSTAEQTN P Save INSRT NN SUN mere lt gt sEARCI Fi F2 F3 F4 F5 F6 e e e e e 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 Meaning of the function keys is similar to dialog page 312 326 TPS System 1000 Programs 2 3 1en O Leica 14 03 A FilEdN VIEW EDIT FILE it 2 3 Sta Eqn a Ahead 0 000 m Back 0 000 m lt ee EN ONu M_ SS SE aa Fi F2 F3 F4 F5 Fb e 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 Sta Eqn Input of number of station equation Ahead Input of station ahead Back Input of station back Meaning of the function keys is similar to dialog page 314 Leica TPS System 1000 Programs 2 3 len 327 Shift e CONT or mU Start dialog SEARCH in dialogs View Edit File pages 326 327 FilEd SEARCH 14 03 AM Direction
8. e Insert End Of Positioning The function Insert Curve In is used as an example For the other functions refer to dialog page 314 O Leica TPS System 1000 Programs 2 3 1en 313 Shift 2 Call function Insert Curve In in menu INSERT RECORD page 313 Biled VIEW EDIT PILE Pe r 274 3 TUE B ORSR m Ele Type B CUS dm Radius 1 9 5 OOO m Temolates TEMPLATE Radius 2 0 000 m P lt gt SAVE INSET IMPOR EDIT P Easting 0 000 m Northing 0 000 m HELP lt DEL searc F1 F2 F3 F4 F5 F6 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 Station Input of station chainage Ele Type Display of geometric element Radius 1 Input of circular curve radius 1 Template Input of name number of cross section Radius 2 Input of circular curve radius 2 Easting Input of easting Northing Input of northing 314 TPS System 1000 Programs 2 3 1en Leica F1 F2 F3 F4 F5 Shift F2 Q Shift 5 e Shift Q Shift F5 Q Display of previous point Display of following point Save file Insert new data set Import of coordinates either by manual input or by reading in the active coordinate file
9. COGO 05 Search Circle centre coordinates Y X Radius Given Arc point 1 Y X Arc point 2 Y X Arc point 3 Y X 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 246 TPS System 1000 Programs 2 3 1en Leica Shift e F1 F3 CONT or F5 Shift 2 ESC Call up the function from the COGO MENU COGO FIRST PT ON ARC 14 03 AM comic cM Memory Card Search in MIAO ESI Wn Point Code export eas sEARC owUM me L L L I Fi F2 F3 F4 F5 F6 e Manual entering of the first resp the second resp the third arc point The standard TPS 1000 input dialog box appears Measuring the first resp the second resp the third arc point This function is described in chapter Measure amp Record Measurement dialogue of the System user manual Search for the coordinates of the first resp the second resp the third arc point in the coordinate file This function is described in chapter Setup Import function of the System user manual Exit the program Leica TPS System 1000 Programs 2 3 len 247 Shift e F3 F5 CONT e Shift e ESC
10. CONT Shift e ESC e The following dialog box shows the result of the bearing bearing intersection COGONBRG BRG RESULTS 14 03 AN Dowie aaers Ga EE LEE Easting 9 9900 m Northing 0 000 im Elevation AEE M EE T L L L F1 F2 F3 F4 F5 F6 e e Point no Entering point number of the bearing bearing Easting Display of east coordinate Northing Display of north coordinate Elevation Entering height optional The following results have been stored in the active measurement data file WI 11 Station Point Number WISI Easting coordinate WI 82 Northing coordinate WI 83 Elevation optional If Point no has not be entered the button is not occupied 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 Return to INTERSECTIONS Exit the program 226 TPS System 1000 Programs 2 3 len Leica Bearing Distance Intersection positive parallel offset COGO 03 Direction here Azimuth Magnetic bearing Search Bearing bearing coordinates S1 and S2 Y X Given e point 1 Y X direction magnetic bearing or azimuth point 2 Y X radius e Station coordinates and orientation need to have been set correctly before the coord
11. EEEREERNESERPRENSSITEEE 00 SEAELOM MO B 10 U INO doi WIS E 5 TASE eausa 14095 m Easting DAV Bay TT Northing AGZS 5 SOS SNe ENT 3 523 5453 im STORE PLOT MORE rg NONUTEENENUTE B ZA TGAN OElevation G HL m oOrient OOO OSs mere FS DOO A O FI F2 F3 F4 F5 F6 Station no Point number assigned to the station No of Pts Number of points measured Inst Height Instrument Height Easting Easting of the station entered Northing Northing of the station entered Elevation Calculated elevation of the station Orientation Oriented direction 6 Elevation 6 Orient Standard deviation of the Elevation Standard deviation of the Orientation Set orientation on the instrument Note that once this key has been pressed it will not be possible to execute more measurements Set station elevation on the instrument Note that once this key has been pressed it will not be possible to execute more measurements O Leica TPS System 1000 Programs 2 3 1en 31 F4 e F5 e ESC e Shift F2 e e More Information Shift Record the following results into the active file WI 11 Station Point Number WI25 Orientation correction WI 84 Station Easting WI 85 Station Northing WI 86 Station Elevation WI 87 Last reflector height used WI 88 Instrument Height Sketch of the station and the r
12. Leica Stakeout Next point on Cross Section ROAD CROSS SECTIONS 14 03 MM 1R Chainage B 0 000 Template 000tutor ACL Offset 1 8500 m ACL hoe WI g 0 030 m Stake Offs 0 600 catchy lt cENIR gt _ Shift e F4 CONT e Shift 2 F5 a E Fi F2 F3 F4 F5 Fb Q To set the offset stake for the right side of our example project Set the ACL Offset value to positive 1 500 m Note when you do this the position changes from 1L to IR Scroll down and highlight Stake Offs Change the offset value to positive 0 600 m Returns to the POINT COORDS display Rens Height 1 5510 Easting 8 331 O00 ree inal 1a 31315 4 0 Elevation 3 5 00 Stakeout the 0 600 m offset stake for the right side of the bike path The POLAR STAKEOUT display returns Leica TPS System 1000 Programs 2 3 len 275 Shift 2 F2 F3 Shift e ESC e STAKEN POLAR STAKEOUT 14 03 MEM WeieCioc mo 8 4 O A Hz COOLE A Dist 0 007 m A Height la Ie MS is S320 om Elevation g S25 000 sm ALL prsr mEC TARGT _ HELP METHD PLOT F1 F2 F3 F4 F5 F6 Measures the distance Record the point when it has been staked The CROSS SECTION d
13. RE F2 Start the Configuration Editor from the 1 POINT e BASELINE dialog REFLN CONFIGURATION 14 03 MEMM Offset ON Oo Line Q 8 OFE H Offset OFF IRS Dal ETE E NONE w User Disp NO M Ref y HEINE T ENS EN DFLT Log File d Ogiz Log FlName B REFLINE LOG M Fi F2 F3 F4 F5 F6 The Configuration Editor lets you change and set the following parameters that determine program operation Offset Set to ON the program will allow the input of an offset from the reference line Line a Set to ON the program will allow the input of a distance from the first base point to the starting point of the new reference line and also an angle between the base line and the new reference line H Offset Set to ON the program will allow the input of a height offset Leica TPS System 1000 Programs 2 3 len 101 Rec Diff User Disp Height Log File Log FIName Setto NONE no additional measurement is recorded Set to O the program will record A Offset values only Set to O L the program will record both A Offset and A Line values Set to O L H the program will record A Offset D Line and AHeight 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 A Offset and A Spatial distance values Set to O S P
14. Recalculate the result and return to the dialog CALCULATION RESULTS Measure more points The program will recall the TARGET POINT dialog Toggle any point ON or OFF by pressing the numeric key corresponding to the sequence number of the point Note that represents point 10 Exit the program 34 TPS System 1000 Programs 2 3 len O Leica Configuration Configuration Editor Shift 2 F2 Start the Configuration Editor from the TARGET POINT dialog Pp gc OST Two faces Log File POSM Wc CLR g User Displ GorINT CONFIGURATION 14 03 MM Hz Ori Acc 0 00 32 O 00250 0 02 5 NO NO ORE m m OE A E DFLT Log FlName HELP i Shift e ORIENT LOG F1 E Q F2 F3 FA F5 Fb The Configuration Editor sets parameters for further program operations Hz Ori Acc Ht Acc TP Limit for the standard deviation of the orientation The orientation is regarded as error free if the computed standard deviation of the orientation is within twice the entered value Height accuracy of the target points The entered value is used as an a priori accuracy in the calculation The height is regarded as error free if the computed standard deviation is within twice the entered value Leica TPS System 1000 Programs 2 3 len 35 F1 F5 Shift ESC e
15. Station no Point number assigned to the station No of Pts Number of points measured Inst Height Instrument Height Easting Calculated Easting for the station Northing Calculated Northing for the station Elevation Calculated Elevation for the station Orientation Oriented direction o Easting Standard deviation of Easting Northing Standard deviation of Northing o Elevation Standard deviation of the Elevation O Leica TPS System 1000 Programs 2 3 1en 83 F1 F3 F4 F5 ESC e Shift e F2 Shift e ESC e 6 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 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 WI 11 Station Point Number WI25 Orientation correction WI 84 Station Easting WI 85 Station Northing WI 86 Station Elevation WI 87 Last reflector height used WI 88 Instrument Height Sketch of the station and the reference points used Show the results of individual measurements on the screen see dialog More Information Measure more points The program will recall the TARGET POINT dialog Select between t
16. F1 F2 F3 F4 F5 F6 Station no Station point number Easting Calculated E local for the station Northing Calculated N local for the station Elevation Calculated Elevation local for the station Orientation Angular correction needed to orient the instrument 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 WI 11 Station Point Number WI25 Orientation correction WI84 Station Easting WIS5 Station Northing WI 86 Station Elevation WI187 Last reflector height used W188 Instrument Height Exit the program 168 TPS System 1000 Programs 2 3 len Leica Configuration Configuration Editor Shift F2 Shift e F1 F5 CONT e Start the Configuration Editor from the STATION DATA dialog LRESN _ CONFIGURATION 14 03 AMM Two Faces Zs ESSEN RR REEL E ED ae LEEREN REESE REESE Fi F2 F3 F4 F5 Fb e e e e e The Configuration Editor sets parameters for further program operations Two Faces YES for dual face measurement NO for single face Displays date and version of the running application Set the value to the default Two Faces 2 NO see display above Store the current configuration and proceed to the dialog STATION DATA Leica
17. The stakeout points can either be retrieved from the selected file or entered manually The program permits selection of either 2D or 3D stakeout modes The SEARCH POINT dialog informs about the active recording device the active file for data storage and the present point code Q STAKE SEARCH POINT 14 03 2 Define stakeout point O Res Cevilee s Memory Card Search in 8 FILEO1 GSI yw Pkt Code E A OOO sEARC oNUM Shift 2 mre cox O LO DO D Fi F2 F3 F4 F5 Fb e e e e F1 Manually enter the stakeout point The TPS 1000 manual input dialog will appear F5 CONT v Initiate a search of the point in the database Shift F2 Allows program configuration Leica TPS System 1000 Programs 2 3 1en 59 Coarse Positioning Line Offset 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 The stakeout values of each point are computed in relation to the base formed by the last two points If the elevation is known for the point to be
18. 00000002 43 10000216 48 60000216 410046 HZ DIFFO 42 00000003 43 10000168 48 60000168 410047 HZ DIFFO 42 00000004 43 10000041 aanas 48 60000141 WI 42 WI 43 until WI 48 Leica TPS System 1000 Programs 2 3 1en 137 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 SETS MORE INFO HZ 14 03 EN MNCHEAWS IES NES CIE 3 KONMEN 8 501 Pat takus s set no il Seu Sad ON Residual OR 9g V 9 9 V Shift e d es EIE ey EIE EET m Fi F2 F3 F4 F5 F6 e e e e e e Active Pts Number of points used in the calculation Sets Number of sets used in the calculation Point no Target point Pnt Status Point used for computation ON OFF Set no Present displayed set Set Status Point used for computation ON OFF Residual Difference in horizontal direction using the direction of the active set and the averaged direction of all sets For the vertical directions the residual is used to compute the standard deviations TPS System 1000 Programs 2 3 1en O Leica F1 F2 F3 F4 F5 Shift ESC e Re calculate the results and return to the dialog showing the results Display previous set Displ
19. F5 Selecting the YES option to override will cause the program to override the error and continue to check other files for possible errors If no other errors are found the program will go to the CHAINAGE amp OFFSET opening display Leica TPS System 1000 Programs 2 3 len 263 Stakeout Using Horizon The most common method for staking out roads tal Offset pavement curb amp gutter etc is to use a horizontal 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 Preparing for the In this section of the manual a sample project will be example used to demonstrate the procedures to follow for staking a portion of the job The project consists of a 3 m wide paved bicycle path with a curve The project will be staked on a 0 6 m offset from the edge of pavement The POB and PC will be staked for both sides The example project for the TPS System ROADPLUS program consists of a simple horizontal and vertical alignment accompanied by a simple template The project is designed to illustrate the application of the ROADPLUS System It is not intended to provide a demonstration of road design procedures RPLUSO7 A Point 264 TPS System 1000 Programs 2 3 1en O Leica 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
20. Forward w Sta Eqn M es jJ SEARC oNUM fj Shift a ee F1 F2 F3 F4 F5 F6 e e 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 e F Search for station equations 328 TPS System 1000 Programs 2 3 1en O Leica Cross section Assignment F2 Create new file CRS Assignmnt in dialog page 305 see dialog bottom conT View and edit selected file in dialog pagee 305 see 2 dialogs page 330 331 FilEd CREATE FILE 14 03 AM File Type CRS Assignmnt File Nanc MEmNENEHNEEEEE No Decimals 3vw LL o j ONUM 7 Fi F2 F3 F4 F5 F6 File Type Display of type of file File Name Input of file name max 5 char see chapter Introduction No Decimals Selection of number of decimals CONT e Insert new Header see dialog page 330 O Leica TPS System 1000 Programs 2 3 1en 329 FilEd VIEW EDIT FILE PERIERE Ii 1077 iL Job Id TITA IE B ASSIGNMT CRSCOPDIDe CRS CCE CGO PAV P ave inset fonum Fi F2 F3 F4 F5 F6 e e Q e e e 1 1 Sequence number of current point and total number of points in the measurement set The scro
21. Log File Log FlName OFF w STAKEOUT LOG Ero E HELP F1 F2 F3 F4 F5 F6 e The Configuration Editor sets parameters for further program operations 3D Stake Log File 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 Note that there will be no difference in height displayed OFF no recording in a Log file SHORT reduce recording in a Log file LONG detailed recording in a Log file Display software version Set the value to default 3D stake ON 76 TPS System 1000 Programs 2 3 1en O Leica Shift e ESC CONT e Exit the program Store the current configuration and proceed to the dialog SEARCH POINT Log File If Log File is set to ON the measurements and the results are stored in the ASCII file specified within the Configuration Editor 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 E Data will always be appended to the specified Log file The Log file contains the following information Header The header line will contain the program used information about the instrument the name of the data file as well as date and time Record SHORT rec
22. i N N 3 i MR e i e 35 16 7 E Slope extends well beyond expected Catch Point Template sCLO sAH 1 Tutor 35 000 16 700 2 Tutor 1 500 0 030 3 Tutor 0 000 0 000 4 Tutor 1 500 0 030 5 Tutor 35 000 16 700 6 TypCut 35 000 16 630 7 TypCut 1 500 0 030 8 TypCut 0 000 0 000 9 TypCut 1 500 0 030 10 TypCut 35 000 16 630 Leica TPS System 1000 Programs 2 3 1en 267 Shift e 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 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 Orient the instrument towards a convenient North and set Hzo to zero see figure page 264 Start ROADPLUS and continue reading this manual When the CHAINAGE amp OFFSET display appears only the lower portion beginning with Station will be visible To view the entire display use the green up down arrow keys on the keyboard to scroll up to the top ROAD CHAINAGE amp OFFSET BRIS EPI BigimiE Slavic 0 000 m O Chaitage Imer s 251000 Chainge SITO Element POB OE fset 0 000 m delne Owirser 8 0 000 CHECK CH gt lt cH XSE
23. 9 1 527 Slope Dist 8 m Sigaugdene lw e 0 PALL Dist mec rancr M Easting Se cUm m Northing hee i ae m Elevation Ses SS SSS m Bere BEER a E ER ERR F1 F2 F3 F4 F5 F6 Simultaneously measure and record data on the active recording device Measure a distance and record data on the active recording device 3 TR Measure a distance without recording Eg Enter target data as described in chapter Measure amp Record of SYSTEM user manual Change the theodolite face Exit the program O Leica TPS System 1000 Programs 2 3 1en 155 Close traverse Shift e F1 F3 F5 or CONT Shift ESC e Shift e 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 TRAV DEFINE CLOSING PT EREE NN Rec device Memory Card Search in MEAN Point Code 1253 INPUT Sl a TS An F1 F2 F3 F4 F5 F6 e e Enter coordinates using the standard input dialog Confirms the coordinates of the starting point Search coordinates in the database Exit the program TRAV __ CLOSURE RESULTS m 03 9 Mig oi Pics 5 Length 1676 367 m Cieel amakisvell 2 0 040 m
24. Easting 2 0 000 m Northing 0 000 m evation 0 000 epe tege Distance 8 0 000 m Offset 0 000 a SOON EELP L L TL F1 F2 F3 F4 F5 F6 e e Point no Entering point number of the base point Easting Display of east coordinate Northing Display of north coordinate Elevation Entering height optional Distance Display difference in length abscissa L Offset Display lateral deviation ordinate Q Entering the new lateral point with reference to the already existing basis line The following results have been stored in the active measurement data file WI 11 Station Point Number WISI Easting coordinate WI 82 Northing coordinate WI 83 Elevation optional If Point no has not be entered the button is not occupied 240 TPS System 1000 Programs 2 3 1en Leica F5 CONT e Shift e ESC Orthogonal point calculation 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 Return to the menu OFFSETS Exit the program COGO 05 Search Lateral point 3 coordinates Y X Given Baseline Start Point 1 Y X Baseline End Point 2 Y X Difference in length abscissa L Lateral deviation ordinate Q Station coordinates and orien
25. Select user template of the SYSTEM Users Manual Goto start of file Goto end of file Point search see dialog page 310 Leica TPS System 1000 Programs 2 3 len 307 Shift e Call function Insert Station Coordinates in menu INSERT RECORD page 306 FilEd VIEW EDIT FILE o m IA S Point no ee N Stn Eastng 0 000 m Sie 10 NOE Ino 0 000 m Sie Bl e 0 000 m lt gt save inser onum mere e gt seac Fi F2 F3 F4 F5 F6 e e e e e e 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 Stn Eastng Input of station easting Stn Northg Input of station northing Stn Elev Input of station elevation Meaning of the function keys is similar to dialog page 307 308 TPS System 1000 Programs 2 3 1en O Leica es RECORD page 306 Call function Insert Code Block in menu INSERT FilEdN VIEW us EDIT FILE PERIERE Code init Lig it Info Info ge Gy ES Ss N ES 3 Im ooo Soe e Iococoo Soom Sooo C000 5 69 9 Em Em AVE mNsRr oNUM Limite 5 TAHONG TARO em kien em OOG SSS GXS SO cox exem La A x DOGO F1 F2 F3 F4 F5 F6 e e e 2 3
26. 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 Code Input of code number Info 1 7 Input of information 1 to 7 Meaning of the function keys 307 is similar to dialog page Leica TPS System 1000 Programs 2 3 len 309 Shift e CONT or mE Start dialog SEARCH in dialogs VIEW EDIT FILE pages 307 309 FilEd SEARCH 14 03 Direction Point Code Forward w re 1 j SEARC oNUM fj Shift o M Fi F2 F3 F4 F5 F6 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 e Point search 310 TPS System 1000 Programs 2 3 1en Leica Horizontal Alignment F2 CONT e Shift e CONT e Create new file Horiz Align in dialog page 305 see dialog bottom View and edit selected file in dialog page 305 see dialog page 312 314 Q PILED CREATE FILE 14 03 22 Pile Type 8 igucangs JAdLabgpt Pile None NiNNNNEMEEEEES No Decimals 3vw ee HELP dim ld Fi F2 F3 F4 F5 F6 File Type Display of type of fi
27. TPS System 1000 Programs 2 3 1en 169 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 170 TPS System 1000 Programs 2 3 1en O Leica Road line Introduction The manual describes the program ROAD LINE for the Leica TPS 1000 series centre line offset km 0 50 100 150 200 300 centre line H UN points to be offset staked The program is suitable for setting out points which are determined by chainage and centre line offset along a calculated alignment If V alignments and cross sections are defined for the alignment the points can be RO calculated and set out spatially ROAD STAKEOUT Conversely if a point in the vicinity of the alignment has been determined by measurement the chainage and centre line offset can be determined X SECTION CHECK This version of ROAD LINE is only valid for a GSI configuration Leica TPS System 1000 Programs 2 3 len 171 The program reads the geometrical elements of an alignment from files expressed in GSI format The data for the al
28. e The following dialog box shows the results of the calculation COGO RADIUS PT RESULTS 0 000 AEN Pone iMG Dm a eae ee Fasting 0 0 0 0 T Northing 3 0 000 m Elevation EM Ssss Radius TOO ma M EE T T F1 F2 F3 F4 F5 F6 e e Point no Entering point number of the circle centre Easting Display of east coordinate Northing Display of north coordinate Elevation Entering height optional The following results have been stored in the active measurement data file WI 11 Station Point Number WISI Easting coordinate WI 82 Northing coordinate WI 83 Elevation optional If Point no has not be entered the button is not occupied 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 Return to the COGO MENU Exit the program 248 TPS System 1000 Programs 2 3 1en O Leica Road Plus Introduction This manual describes the ROADPLUS program of the TPS SYSTEM 1000 theodolite series The program allows for the stakeout of roads using the typical offset method of construction staking 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 Alignment Defini
29. from start which has been previously stored using the function Polar calculation EON T Accept displayed values Shift F5 Changing the direction as dialog box MODIFY z DISTANCE page219 Shift ESC e e Exit the program 244 TPS System 1000 Programs 2 3 1en O Leica Shift e F3 F5 CONT e Shift ESC e The following dialog box shows the results of the orthogonal point calculation COGO OFFSET RESULTS 14 03 AM POLI Nos G0 SSS Easting OOOO Northing 0 000 m Elevation BO m Co I eroe srk me TSRS FI F2 F3 F4 F5 F6 Point no Entering point number of the lateral point Easting Display of east coordinate Northing Display of north coordinate Elevation Entering height optional The following results have been stored in the active measurement data file WI 11 Station Point Number WI 81 Easting coordinate WI 82 Northing coordinate WI 83 Elevation optional If Point no has not be entered the button is not occupied 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 Return to the menu OFFSETS Exit the program O Leica TPS System 1000 Programs 2 3 len 245 Three Point Arc Circle centre
30. priori accuracy in the calculation The position is regarded as error free if the computed standard deviation is within twice the entered value YES for dual face measurement NO for single face YES the measured value indication is used from application Measure and record NO the default indication is used for the Resection Set to ON the program will record measurement data in a log file as described on page 47 Enter the Log File Name Displays date and version Set the value to the default as described in dialog on page 45 Exit the program Store the current configuration and proceed to the dialog STATION DATA 46 TPS System 1000 Programs 2 3 len Leica Dual face Measurement In the dual face mode the program will prompt for measurements in both faces When both measurements are taken the program will check the difference between the two 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 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 can read the memory card on your P
31. r v Residuals s Number of sets N Number of targets r d b v r q for horizontal directions v d a for vertical directions Average of the differences for horizontal directions a or ON Standard deviation of one horizontal direction observed in two faces b 2 mR dCi T Standard deviation of one vertical direction observed in two faces mo mR NF s 1 Standard deviation of an averaged direction from all sets mM HR 48 TPS System 1000 Programs 2 3 len O Leica Configuration Configuration Editor Shift F2 Start the Configuration Editor from the SETS MENU dialog User Displ PA dne Log File Log FlName V Angle Tol OO Onl SETS CONFIGURATION 14 03 Meas Method O v D NO On 0 36 V OENS SETS LOG INFO e an PET RDIST Shift e lp omm o E UA Fi F2 F3 F4 F5 Fb The Configuration Editor sets parameters for further program operations Meas Method User Displ gt lt All targets have to be observed for face II in opposite order to the observations in face I gt gt All targets have to be observed in face II using the same sequence as for the observations in face I Each target has to be observed in face II immediately after its measurement for face I has been completed Set to YES the display defined in the MEAS application wi
32. use XSEC2 beginning at chainage 12 00 and end at chainage 34 00 use XSEC3 from chainage 3400 and transition back to XSECI ending at chainage 5 50 F Select the cross section assignment file A dialog box Move the cursor to the file needed and press O Leica TPS System 1000 Programs 2 3 1en 259 Cross Section Interpolation Cross sections can be interpolated both along the cross section 1 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 Interpolation along a cross section CL offset CL offset pa CL AH RPLUSO3 Interpolated point Last point Interpolated point on Xsec horizontal Interpolation between cross sections Cross Section B with widening RPLUSO4 Interpolated Cross Cross Section A Section 260 TPS System 1000 Programs 2 3 1en O Leica Superelevation Widening Superelevation is controlled by the cross sections Cross sections must be placed at the appropriate chainage for the beginning of superelevation full superelevation and back to no superelevation for cross sections as well as cross section locations for widening The diagram that follows illustrates the concept for superelevation Superelvation governed by cross sections CL Cross Section D Full Superelevation
33. 0 00 00 average 0 00 00 Residual 0 00 33 average 83 25 50 Residual 0 00 01 average 83 25 44 Residual 0 00 32 average 83 25 15 Residual 0 00 50 average 179 5628 Residual 0 00 57 average 179 56 30 Residual 0 00 47 average 179 56 55 5 Sets measured with 3 points each Standard deviation of any measurement 0 00 05 Standard deviation of mean from all measurements 0 00 03 1 Point no 1 2 Point no 2 3 Point no 3 Results of single sets 1 Point no 1 sai lls Set 2 Set 3 2 Point no 2 Set 1 Set 2 Set 3 3 Point no 3 Set 1 Set 2 Set 3 mean direction 100 53 56 Refl Height 0 0000m mean direction 94 15 47 Refl Height 0 0000m mean direction 85 57 56 Refl Height 0 0000m Residual 0 00 45 average 100 5321 Residual 0 00 27 average 100 53 49 Residual 0 00 52 average 100 53 59 Residual 0 00 55 average 94 15 52 Residual 0 00 08 average 94 15 39 Residual 0 00 53 average 94 15 10 Residual 0 00 54 average Som Nels Residual 0 00 38 average 85 57 37 Residual 0 00 52 average 85 57 38 Typical Log File for SETS OF ANGLES 146 TPS System 1000 Programs 2 3 len Leica Traverse Introduction This manual describes the Traverse program of the TPS System 1000 instruments H PROG Z17 Using data about direction and distance the program continuously computes th
34. 84 Station Easting WI 85 Station Northing WI 86 Station Elevation WI 87 Last rflector height used WI 88 Instrument Height Exit the program 44 TPS System 1000 Programs 2 3 1en Leica Configuration Configuration Editor Shift F2 e Start the Configuration Editor from the STATION DATA dialog File Bese comecusaTion WEE S isle iQueaL WAGE E OFZ OO 32 PUE RED 1 ROI OD T a Two Faces User Displ O RE O 025 um i RE NOIRES NO NO Qum Ig eT Gu FlName ESE Shift 2 CIP EOG HELP e e a a F1 F2 F3 FA F5 Fb e e The Configuration Editor sets parameters for further program operations Hz Ori Acc Ht Acc TP Limit for the standard deviation of the orientation The orientation is regarded as error free if the computed standard deviation of the orientation is within twice the entered value Height accuracy of the target points The entered value is used as an a priori accuracy in the calculation The height is regarded as error free if the computed standard deviation is within twice the entered value Leica TPS System 1000 Programs 2 3 1en 45 F1 F5 Shift ESC e e CONT Posn Acc TP Two Faces Ben Anzeige Log File Log FIName Position accuracy of the target points The entered value is used as an a
35. 9 V 5 2 W ALL DIST TARGT d Slope LSE 8 LL m Sigobgisue Qiii BS SS m Easting MEI LRL m Northing SO ea m Elevation a ee cams m HELP a ne ccc ee De ee F1 F2 F3 F4 F5 F6 e BS Azimuth Enter the backsight azimuth for the orientation Simultaneously measure and record data on the active recording device Measure a distance and record data on the active recording device Measure a distance without recording Enter target data as described in chapter Measure amp Record of SYSTEM user manual Change the theodolite face Call up the CODE function Distance measurement is optional 152 TPS System 1000 Programs 2 3 len Leica Occupy station e F1 e F2 F3 Q e E CONT Q e F4 e 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 System 1000 basic dialog After the function has been performed the station coordinates and orientation are set in the instrument rrav OCCUPY TRAVERSE PTAA SeaACLOM mG 2 2 Backsight T Jh Beam 2 15 53 00 Refl Height 3 90 um 2 2499129 SHOVEL SV 2 PALL DIST REC_ TARGT Slope DSi 8 m SiesbgieuE Gli 8 m Easting S o omm m Northing Se E m Elevation D oO Oo O SS m H
36. Distance Intersection 233 Offsets 237 Distance Offset 238 Orthogonal point calculation 241 Three Point Arc 246 Road Plus 249 Introduction 249 Alignment Definition 249 Data Files 249 Creating Data Files 252 Program Overview 252 Leica TPS System 1000 Programs 2 3 len 9 Getting Started 253 Configuration 254 Select Alignment Files 256 Vertical Alignment File 257 Horizontal Alignment File 257 Cross Section template File 257 Cross Section Assignment File 259 Station Equation File 262 File Checking 263 Stakeout Using Horizontal Offset 264 Preparing for the example 264 Select Template point and offset 270 Stakeout and Record point 273 Horizontal Offset Stake Out Summary 280 Start ROADPLUS amp Set Configuration Options 280 Select Alignment Files 281 Set offset value and select point to stakeout 282 Stakeout the point 283 Select new chainage 284 Slope Staking 285 Reference Point 289 Data Formats 291 Horizontal Alignment 291 Vertical Alignment 294 Cross Sections 296 Cross Section Assignments 298 Station Equations 300 Log File 301 File Editor 303 Introduction 303 Creation of files 303 Editing files 304 Open file 305 Coordinates 306 Horizontal Alignment 311 Vertical Alignment 317 Template 321 Station Equation 325 Cross section Assignment 329 Monitoring 333 Main menu 335 Selecting points 336 Measurement menu 337 Selecting the points to be measured 338 Timer selection 339 Point measurement 340 End monitoring 340 In
37. Editor from the SELECT ALN FILES dialog 03 BaseChainge 0 000 O End Chainge 0 000 ChaingeIncr LOO 5 00 0 sam alginic Sinai g 0 000 am Be ICKE s Ines 8 QF OOU 16 U CHANGE wok E 10 ro D Tper SD Sak ON Log File OEE Log FlName ROAD LOG Shift e HELP l eil e F2 F3 FA F5 Fb e The parameters defining the further course of the program are determined in the Configuration Editor BaseChainge EndChainage ChaingeIncr Hght Shift Setting the starting point for calculation when in the X SECTION CHECK function Setting the end point for calculation in the X SECTION CHECK function Difference in chainage when setting out The chainage is automatically incremented by this amount All heights in the alignment are changed by this amount The value can be changed only when you are in this dialog 188 TPS System 1000 Programs 2 3 1en Leica Deflct Tol Permissible deviation of the tangent directions for adjacent elements A message appears if this value is exceeded The input is always in milligon ChaingeTol Permissible deviation of the chord length of an element and of the distance calculated from the end point coordinates expressed in the length units set A message appears if this value is exceeded 3D Stake ON for setting out positions and heights The height can be set out
38. FILES page 254 Allows insertion of a note into a log file This may be use for comments errors etc Calls the dialog POINT COORDS in order to display the coordinates of the point to be set out From there calls the program STAKEOUT Leica TPS System 1000 Programs 2 3 len 269 Select Template point and offset F4 Shift 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 ESEGESMISEREENEESERISTEENEEEE 14 03 SM iat Chainage 8 0 000 Beppie Simca OF 0 9 0 m Template 000tutor a Offset S 1 500 m Ik hee DLEE g 0 030 carca lt STE o _ Sit coca is oS 0 5600 m SIMON Horizontal w Offset 0 0H90 0 iam Hogne Qiiset t 990 im HELPP 7757 RN Fi F2 F3 F4 F5 F6 1L Chainage Hght Shift Template ACL Offset ACL Het Diff Indicates the location of the cross section point in relation to the centerline In this example the 1L means the first point of the template left of centerline Displays the current chainage Displays the vertical shift if any applied to the whole alignment Displays the template name being used Displays the horizontal distance of the template point from centerline for left Displays the difference in elevation of the template point between the ce
39. Hz BAD LO ZO V 20 9119 V 52 0 AHZ MEI Te pup Op ror 00 F1 F2 F3 F4 F5 F6 e e AHz AVW Are not activ during the first set The differences are shown for all further sets relative to the measurements of the first half set Simultaneously measure and record data on the active recording device Return to the dialog FIRST SET Measure and record a distance Measure without recording the measurement on the active recording device Enter the target data For further information refer to chapter Measure amp Record of the SYSTEM user manual Change the theodolite face Proceed to FIRST SET Distance measurement is optional 132 TPS System 1000 Programs 2 3 len O Leica Shift 2 F3 F4 F5 Shift F5 Measure Further Set To measure the sets the user is guided the measurement sequences The following dialog selects points used within the 1 half set The measurement sequence requires no special target selection due to the pre defined configuration SETS MEASURE SET 14 03 AM Seu iMG JL Ogre MO 1 VACS 3 7 Ogun MOs 3 Refl Height IEN 300 m Auto Meas LL LL frost np OO OO Doo poe Fi F2 F3 F4 F5 F6 Set no Displays the active set Seg no Internal ordinal number from 1st half set Face Displays
40. KOREA DIU Slee Disgo 3 Zi s SENG if AHgt diff 6 435 m Easting SANS 3 IE Pe erore rarer BASE O Northing 124 003 m Elevation 168 005 un mere EN NI EZ NN NNI Fi F2 F3 F4 F5 F6 O O O e e Point No The point number of the remote point Hz Horizontal direction from the instrument to the remote point V Vertical angle to the remote point Slope dist Slope distance from the instrument station to the remote point calculated A Het diff Height difference between the remote point and the base point ground Easting Calculated Easting Y for the remote point Northing Calculated Northing X for the remote point Elevation Calculated Elevation for the remote point 108 TPS System 1000 Programs 2 3 len Leica F3 F4 F5 CODE e CONT e Shift ESC 2 Record the measurement in the database Enter the target data For further information refer to chapter Measure amp Record of the SYSTEM user manual Return to the MEASURE BASE POINT dialog Call up the CODE function as described in chapter Measure amp Record of the SYSTEM user manual Return to the MEASURE BASE POINT dialog Exit the program Leica TPS System 1000 Programs 2 3 len 109 Configuration Shift F2 e e Shift e F1 F5 CONT 2 Start the Configuration Edit
41. LEARN POINT BOME MOs Remark 1 ann tics simi Refir Height B Hz 2 od v a v gw V 8 2 9159 31 sKOE IL 4 DASE 5 LAG at SE Fi F2 F3 F4 F5 F6 e e e e Q If the measurement file already includes points with the same point number then when this function is called you will be asked whether the points are to be written over For the instrument to learn a point the prism must be targeted manually Triggering the distance measurement then initiates a distance measurement and a precise determination of the angle e F2 Measure the distance e F3 Store the measurement into the selected file F5 Quit the function after all points have been measured return to the POINT SELECTION menu n e ALL does not have any functions for measuring and recording it is imperative to use and e The points will be saved in the set measurement file refer to chapter Select user template and measurement file of System user manual O Leica TPS System 1000 Programs 2 3 1en 337 Selecting the points to be measured Shift e F4 F5 F6 Shift e F3 Shift e Fa Shift e F5 Start selection of the points to be measured in the dialog POINT SELECTION page 336 HAN POINT SELECTION 2 0 8 OBS TA ni
42. Leica Distance Distance Intersection Radius 1 COGO 04 Radius 2 Search Bearing bearing coordinates S1 and S2 Y X Given point 1 Y X radius 1 point 2 Y X radius 2 E Station coordinates and orientation need to have been set correctly before the coordinates of point 1 and or 2 can be determined by measurement Leica TPS System 1000 Programs 2 3 1en 233 N Shift e F1 F3 CONT or F5 Shift e ESC e Call up the function from the menu INTERSECTIONS COGO DISTANCE 1 FROM 14 03 AM Memory Card Rec device Search in FILEO1 GSI yw Point Code ineur Meas sEARc anum I L L IL F1 F2 F3 F4 F5 F6 e e Manual entering of the first circle centre point 2 circle centre point The standard TPS 1000 input dialog box appears Measuring the first circle centre point 2 circle centre point This function is described in chapter Measure amp Record Measurement dialogue of the System user manual Search for the coordinates of the first circle centre point 2 circle centre point in the coordinate file This function is described in chapter Setup Import function in the System user manual Exit the program 234 TPS System 1000 Programs 2 3 1en O Leica Shift e
43. Monitoring The manual describes the Monitoring program of the Leica TPS SYSTEM 1000 theodolite series The program allows for automatic measurement repetition MONI 01 Max 50 measuring points and as many measurement repetitions as desired at any time intervals Introduction The instrument must be firmly mounted on a tripod or pillar Requirements to run this program thelicence number a PCMCIA card which is inserted into the instrument By means of a timer function the program can trigger the automatic measurement at predetermined intervals Bite of points which have already been measured once and learned by the instrument and which are stored on the PCMCIA card Leica TPS System 1000 Programs 2 3 1en 333 The measurements can be repeated as often as is necessary atany time performed in both faces The point number the horizontal and vertical angles and the slope distance for the individual measurements are stored on the memory card 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 MO 334 TPS System 1000 Programs 2 3 1en O Leica Main menu MONITORING MENU 14 03 pem Selection 2 Timer Selection 3 Point Measurement e Selection of points to be measured see page 336
44. N 322 885 R 9 087 E L 12 680 P z 3o C 11 674 ii X5 E 2 774 RUE M 2 125 Cf d F P4 d E n j ri DK pel a C 11 674 i a E 2 774 ris Q 7 N L 12 680 v M 2 125 x 2 i 80 00 00 i i 88 889 gon i i H i Y i i i PCCHA 0 762 N i 046 10 i Setup Point 14 15 i 08 05 i i 0 50 a 04004 E 305 00 N 305 00 3 0 3 6 9 m Hosp SS BOPCHA 0 00 Road Profile at 2 00 HOF BOP EL 31 10 CHA 0427 918 EOP EL 31 654 Z Original Ground of Elevation 30 500 Horizontal Alignment ALN_EX1 GSI Station Element Rad Par Template E N 0 000 Straight 0 000 Tutor 305 000 305 000 7 620 Curve 9 080 Tutor 305 000 312 620 20 298 Straight 0 000 Tutor 312 502 321 562 27 918 EOP 0 000 Tutor 320 007 322 885 Leica 266 TPS System 1000 Programs 2 3 1en Vertical Alignment PRF EXI GSI Chainage Element Rad Par H 1 0 Straight 0 31 100 2 27 918 EOP 0 31 654 Template CRS EXI GSI le 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 Notice that while running ROADPLUS you can switch templates at any time 5 0 03 0 0 1 5 0 03 CL l Original Ground i b e
45. PS System 1000 Version 2 2 English Congratulations on your purchase of your programs fora 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 To secure your rights with regard to the software acquired it is essential that you follow the directions given on the Leica Software Support Registration Card TPS System 1000 Programs 2 3 len O Leica IPS System 1000 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 O Leica TPS System 1000 Programs 2 3 1en 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 CAUTION Indicates a potentially hazardous situation or an unintended u
46. Project Coordinates X Y 00000EOP Header of the Horizontal Alignment File 41 000JOBID 42 HZALIGMM 403 STACOORD WIA41 Job Identification Max 8 ASCII characters E may be defined by user WI42 Identification of Horizontal Alignment file May not be changed by user WI43 Identification of principal point type file May not be changed by user O Leica TPS System 1000 Programs 2 3 len 291 The data block for a principal point in the file is structured as follows 11 KTLOMETR 71 40NEXTGEO 72 0NEXTRAD 73 0TEMPLNR 81 10 00000000 82 10 00000000 WI11 Chainage of the point WI71 Typeofthe following geometric element WI72 Radius of the next horizontal geometric element Radius 1 for a compound curve or the A Parameter for spirals WI73 Number of a cross section Template assigned to the next geometric element WI74 Radius 2 for compound curves WIS81 E Coordinate of the point WIS82 N Coordinate of the point 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 WI81 and WI82 If the radius point for a curve circular or spiral is to the left of the alignment in the direction of increasing stations the radius is negative If the radius point for a curve circular or spiral is to the right of the alignment in the direction of increasing stations the rad
47. TEMPLATE 35 41 00002000 36 11 00000000 71 0000FILL 72 00002000 11 TEMPLATE 35 41 00000500 36 11 00000000 d 0000FILL 72 00000000 11 TEMPLATE 35 41 00000000 36 11 00000000 71 0000FILL 72 00000000 11 TEMPLATE 35 41 00001000 36 11 00000000 71 0000FILL 72 00000000 11 TEMPLATE 35 41 00002000 36 11 00000000 71 0000FILL 72 00002000 Leica TPS System 1000 Programs 2 3 1en 297 Cross Section Assignments Elements supported Element Definition Cross Section The number or identifier of the number cross section Chainage The chainage from which the cross section is applied Header of the Cross Section Assignment file 410001 000asker 42 10 ASSIGNMT 43 CRSASKER WI41 Job identification Max 8 ASCII characters user definable WI42 Cross section assignment file identification May not be changed by user WI43 Name of the corresponding cross section file A data block for a cross section assignment is structured as follows 110002 0000NORM 71 00382000 WI11 The cross section number WI71 Beginning chainage for that cross section Comments The header consists of a single block at the start of a data file A cross section assignment file must have a corresponding cross section file A cross section remains valid until a new cross section is assigned A given cross section may be assigned to mult
48. The manual describes the program FILE EDITOR GSD 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 1 Horizontal Alignment File File Name ALN GSI 2 Vertical Alignment File File Name PRF GSI 3 Template File File Name CRS GSI 4 Station Equation File File Name EQN GSI 5 Cross section Assignment File File Name STA GSI You can insert a permitted character for a DOS file name in place of a Creation of files The following table shows an overview of the max file sizes Type of file Limitations Horizontal alignment 200 data blocks Vertical alignment 200 data blocks Cross section 200 data blocks number of points in a cross section max 48 Cross section assignment 100 data blocks Station equation 100 data blocks O Leica TPS System 1000 Programs 2 3 1en 303 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 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
49. 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 The Log file contains the following information Header Record The header line will contain the name of this program information about the instrument the name of the data file and date and time Computed coordinates of traverse points are continously stored The option Close traverse in the TRAVERSE MENU Dialog page 146 displays and stores at any time the coordinate differences of traverse points of which the coordinates are known Leica TPS System 1000 Programs 2 3 1en 163 Leica VIP Traverse V 2 10 Instrument TCM1100 Serial 430000 Joe s theodolite User Templ User 1 Meas File FILEO1 GSI Program Start 02 23 1995 at 10 25 Backsight 500 Station a dell E 0 679m Nz9 545m H 400 062m hi 1 530m Station JEN E 13 462m N 10 528m H 400 170m hi 1 650m Station JESPUS E 26 513m N 16 821m H 401 260m hi 1 610m Last Trav Pt 501 E 77 949m N 25 037m H 399 923m Closing Pt 501 E 78 06m N 24 996m H 400 181m No of Pts 4 Length 82 788m Hor miscl 0 047m Vert miscl 0 268m DEasting gt 0 017m DNorthing 0 031m Azi H miscl 226 51 25 H Precision 2036 V Precision 2356 Typical log file entry in the TRAVERSE 164 TPS System 1000 Programs 2 3 1
50. and azimuth of a line connecting two points Polygonal or Radial methods can be used as shown in the illustrations The data for the points can either be measured or retrieved from the selected file Measured points and points retrieved from the selected file can be used together in the calculations if the station coordinates and orientation are set correctly In Polygonal Mode the program will calculate the distance between the last two points measured eg Pt3 Pt4 0 00 00 Slope Dist 1 Slope Dist 2 Slope Dist 3 PROG_Z03 Polygonal Mode Leica TPS System 1000 Programs 2 3 len 49 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 0 00 00 pt1 0 00 00 a Pt4 Slope Dist 1 Slope Dist 2 Eo fa i Ee ha he Slope Dist 3 PROG_Z04 Radial Mode Toggling between Polygonal and Radial Mode at any time while working is possible 50 TPS System 1000 Programs 2 3 1en Leica Measure Mode Shift 2 F1 F2 CONT e This dialog is used in accordance with the settings of the system function Measure amp Record or according to the dialog shown below QTIED FIRST POINT 14 03 2 0 POUME IMC 546 G Refl Height JA sm Hz ZONE TINI V DES SUPE SEU Slope Dista ee m Height diff M rc MM LLL No
51. 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 e Data will always be appended to the specified Log file The Log file contains the following information Header The header line will contain the program used information about the instrument the name of the data file as well as date and time O Leica TPS System 1000 Programs 2 3 1en 37 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 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 0002m ELV 398 3961m hi 1 6000m Using Robust Solution Station Elev 398 3929m Ori Corr 40536 S Dev Elev 2 0 0035m S Dev Orient 0 00 04 3 point s measured Point no A Hz A Height A Distance Error Flag 1 500 0 00 55 0 0026m 0 0020m NONE 2 501 0 00 48 0 0044m 0 0016m NONE 3 502 0 00 52 0 0070m 0 0000m NONE Typical log file entry in the Orientation and Hei
52. asterisk Pt2 point to be H N staked PROG_Z10 E STAKE AUXILIARY POINTS 14 02 b J see ave 8 CURB D Hz Angle 1 3 909 OL OZ aigue il Ege A567 m Hz Angle 2 1509 2721 say DISE 2 i 253973 m AHeight JCU 0 102 mere METHD eror d F1 F2 F3 F4 F5 F6 e e Target no Point number of the point to be staked 70 TPS System 1000 Programs 2 3 len Leica F1 F2 F3 F4 F5 Shift F2 Shift F4 Shift ESC e CONT v HzAngle1 Angle from the first auxiliary point to the stakeout point Dist 1 Distance from the first auxiliary point to the stakeout point HzAngle2 Angle from the second auxiliary point to the stakeout point Dist 2 Distance from the second auxiliary point to the stakeout point A Height 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 Simultaneously measure and record data on the active recording device Measure a distance Record the measurement on the active recording device Enter target data as described in chapter Measure amp Record of System user manual Re position the telescope on the target Note this function is only available for motorized theodolites Change stakeout
53. 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 Details of the licence agreement are given in the registration card which is a part of the System manual To expedite formalities please fill in a copy of the form at the end of this section and fax it to your local Leica agency Instrument does not switch on when Utilities View Applications System option is selected Inspect the cable connections and that the serial interface COMI or COM has been set correctly 2 Instrument does not switch to ON LINE MODE GeoCOM mode when Utilities View Applications System option is selected Make sure that the instrument is switched off before the Utilities View Applications System option is activated 3 Instrument does not switch to ON LINE MODE GeoCOM mode when Utilities View Applications System option is selected MEASURE amp RECORD menu or another autostart application is displayed instead Leica TPS System 1000 Programs 2 3 len 21 Carry out the following operations on the instrument Shift e ESC e or ESC e until main menu is displayed F3 CONF Configuration Autostart Au
54. 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 EJ connection was successful If it was not successful read section Solving problems View Applications amp System x General Environment Applications Name Art No Licence Code Version Language FreeSt_Ori_Res 663156 lt none gt V 2 20 ENGLISH TieDistance 663152 lt none gt V 2 20 ENGLISH Stakeout 663155 lt none gt V 2 20 ENGLISH 18 TPS System 1000 Programs 2 3 len Leica 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 Then press the Transfer key to start the transfer The progress of the transfer is shown in a bar diagram Transfer Component Type Directories O System Software i software tps1000 V_2_ 20 Cancel 7 System Language s i Application Program E software Settings gt tps1000 EDM ATR Firmware f v 220 Help Language Drives encusat de Jes sj Components System Language ENGLISH T Version 2 20 Afterwards enter the langua
55. correction can be calculated successfully from any of the first measurements the AHz and AV values are displayed for further entered target point Motorized theodolites will automatically drive the telescope to the target point ORINT MEASURE MODE CSI A leue i89 4 1 O Hz 21655 B51 V q3L 9356 9 2 9 Refl Height 1 300 im Sono IDA SHE S S95 qm AHz Gs eee ALL prsr REC rarer Shift e F1 F2 F3 F4 Shift e F4 CODE Shift ESC Q e CONT e A ST Se A IL Fi F2 F3 F4 F5 F6 e e e e e e Simultaneously measure and record data on the active recording device Return to the dialog Target Point Measure a distance Record the measurement on the active recording device Return to the dialog Target Point Enter target data For further information please refer to chapter Measure amp Record described in the System user manual Change the theodolite face Call up the CODE function as described in chapter Measure amp Record described in the System user manual Exit the program Accept the measurement and return to the dialog Target Point 30 TPS System 1000 Programs 2 3 1en O Leica Calculation Shift e F1 F2 Calculates the orientation the elevation and the respective standard deviations
56. decimals amp ONT Insert a new data set INSERT RECORD AEOS TED 1 Insert Point Coordinates 2 IMSS SrAcilon Cooneimaces 3 Imserce Cooke Block x a ee ee ee ee Shift M Fi F2 F3 F4 F5 F6 e Insert point coordinates see page 307 e Insert station coordinates see dialog page 308 8 Insert code block see dialog page 509 306 TPS System 1000 Programs 2 3 1en O Leica Shift e F1 F2 F3 F4 F5 Shift F2 Shift F3 Shift e F5 Call function Insert Point Coordinates in menu INSERT RECORD page 306 riled VIEW EDIT FILE WEDE mm N 27 3 Point no 9 Easting 0 000 m Northing 0 000 m Elevation 0 000 m lt gt Jsave inser IMPOR onum mere IEEE EET A ac Fi F2 F3 F4 F5 Fb e e e 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 Easting Input of easting Northing Input of northing Elevation Input of elevation Display of previous point Display of following point Save file Insert new data set see dialog page 306 bottom Import of coordinates by reading in the active coordinate file This function is described in chapter
57. displayed without abbreviation In the main points the two adjacent elements are displayed Horizontal displacement offset of the point measured in relation to the centre line If several results are available eg at tight corners the point with the shortest distance to the centre line is indicated By changing the calculation limits in the configuration the calculation range can be limited and as a result the found stationing can be influenced 186 TPS System 1000 Programs 2 3 1en Leica HghtOffset Height displacement of the point measured in relation to the centre line The amount of the vertical displacement is also taken into account Hght Shift All heights in the alignment are changed by this amount The value can only be changed in the dialog CONFIGURATION ChaingeIncr The chainage difference when setting out The chainage is automatically incremented by this amount Ff Re calls the function X SECTION CHECK Shift 2 e e F2 See section Chainage and centre line offset e F3 See section Chainage and centre line offset e The result of the road station and offset is stored e F See section Chainage and centre line offset ET See section Chainage and centre line offset Leica TPS System 1000 Programs 2 3 1en 187 Configuration Configuration Editor 2 Start the Configuration
58. erroneous measurements Possible values are NONE measurement is OK HZ horizontal angle error DIST distance error HT height difference error The flags may also be combined i e DIST HZ Difference between calculated and measured horizontal angle Difference between calculated and measured distance Difference between calculated and measured height Reflector height used for the target point Recalculate the result Scroll to the measurements of the previous point Scroll to the measurements of the following point Measure more points Return to the dialog Target Point Delete a point from the set of measurements You can now measure a new point in its place Exit the program Leica TPS System 1000 Programs 2 3 len 33 Plot Shift e F1 e F4 e 0 9 e eee e Shift ESC e e 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 RINT pLoT o mm d 1 3 5 4 pcc ums EH E EE EY RES F1 F2 F3 F4 F5 F6 e e e e
59. error message will be displayed 126 TPS System 1000 Programs 2 3 1en O Leica 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 can read the memory card on your PC and obtain a hard copy of the Log file Le Data will always be appended to the specified Log file The Log file contains the following information Header The header line will contain the program used information about the instrument the name of the data file as well as date and time Record For each section of the area start point and end point horizontal distance and azimuth are stored For arcs with 2 points and radius the azimuth of arc radius and length of arc are also stored For 3 point arcs the direction of arc radius and length of arc are also stored O Leica TPS System 1000 Programs 2 3 1en 127 Leica VIP Area V 2 10 Instrument User templ Meas file Program Start Segment Number Start Point End Point H Distance Azimuth Segment Number Start Point End Point Curve Right Radius ARC Length Segment Number Start Point Second Point End Point Curve Right Radius ARC Length Number of Segments 3 Area Hectares Perimeter TCM1100 Serial 430000 Joe s theodolite User 1 FILEOI GSI 02 23 1995 at 13 00 1 1 2 5 5555m 140 1
60. for oriented instruments set up on a known point F7 Return to the dialog NEXT POINT and measure the F2 Delete previous inputs Proceed with the dialog FIRST POINT to enter a new reference point This function is available for RADIAL MODE only WI 11 WI25 WI35 WI 37 WI 39 WI 79 F3 Recordthe following results in the active file Point number of point 2 or radial point number Azimuth from point to point 2 Horizontal distance Height difference between point 1 and point 2 Slope distance Point number of point 1 or center point number e F Toggle between Radial Polygon Mode 54 TPS System 1000 Programs 2 3 1en O Leica Configuration Configuration Editor F2 Shift e Start the Configuration Editor from the FIRST POINT dialog QTIED CONFIGURATION 14 03 Two Faces E NO Usier Disp NO Log File OFF Log FlName TIEDIST TnOG Eso pur ves Shift v F1 F2 Hermo apo ope a e ee ERES F4 F5 e F3 F6 The Configuration Editor sets parameters for further program operations Two Faces User Disp Log File Log FIName Set YES for dual face measurement NO for single face YES to use the measurement display set in the application Measure amp Record Set NO to use the Tie Distance default display Set to ON the program will record measurement data
61. format for the Hz alignment 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 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 PROG Z21 The alignment starts at main point no 1 and finishes at main point no 4 Here the geometrical elements are Straight curve straight The curve radius is R The starting point of a geometrical element is also the finishing point of the preceding adjacent element 192 TPS System 1000 Programs 2 3 1en O Leica Element Defined by Declaration Straight Starting point E N STRAIGHT Arc Start of curve E N 000CURVE radius R Spiral into curve Start of curve E N OOSPIRIN starting with A parameter R co j Spiral out of curve Start of curve E N OSPIROUT ending at R oo A parameter End of project End point E N 00000EOP The spiral must begin or end with R The Hz alignment file is structured as follows 1 Header 2 Data block 3 Data block 4 Data block n Data block The header Definition 1st geometrical element Definition 2nd geometrical element Definition 3rd geometrical element Definition of end of project WIAI Job ID Job identification
62. has been located both vertically and horizontally for the chosen chainage Record the staked out position The SLOPE STAKING display returns and another catch point can be staked Exit the slope staking program Leica TPS System 1000 Programs 2 3 1en 287 F1 F2 F3 F4 Shift F3 Shift F4 Shift 2 F5 Shift 2 F2 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 Measures the distance only and updates the display Records the information for the current measurements Permits the user to change the height of the target Stores the data to the log file The store function is not available until a measurement is initiated with the DIST key Switches between face one and face two for measurements After a measurement is made to the prism pole the REFPT option will be available See section Reference Point for a detailed discussion of this option Moves along the alignment until AChainage 0 that 1s move onto the correct cross section defined for that point This allows checking against the actual cross section defined at that point The ASt 0 function is not available until a measurement is initiated with the DIST key 288 TPS System 1000 Programs 2 3 1en O Leic
63. method For more information refer to chapter Select Stakeout Method Generate a plot of the stakeout data For more information refer to chapter Plot Exit the program Acquire the next point to stake O Leica TPS System 1000 Programs 2 3 1en 71 Stakeout from Coordinate Differences Shift e 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 Pt point to be staked ANorthing AEasting PROG_Z11 E Values for AE and AN will be updated each time a new distance is measured STAKE GRID COORDINATES 14 03 Jed J eue aW 9 Ta0025 O A1 Easting B O OL im ANOANO 0 567 im A Height ACUT 0 102 im Elevation SS Wn mere Meran NN EN L L Fi F2 F3 F4 F5 F6 e e Target no Point number of the point to be staked A Easting Displacement of the reflector along the East coordinate axis A Northing Displacement of the reflector along the North coordinate axis 72 TPS System 1000 Programs 2 3 1en O Leica F1 F2 F3 F4 F5 Shift F2 Shift 2 F4 Shift ESC CONT e A Height
64. only if the V alignment has been defined OFF for setting out only positions Neither a V alignment nor a typical cross section can be set out Log File Set to ON the program will record measurement data in a log file in the format described on page 190 Log FlName Enter the log file name Fi Displays date and version of the program F5 Sets standard values The values are displayed in La dialog on page 188 conr Accepts and stores parameters displayed Continues to bd display SELECT ALN FILES Leica TPS System 1000 Programs 2 3 len 189 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 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 The Log file contains the following information Header includes the program used information about the instrument the file to store the measurement data the date and the time Configuration the name of the input files for the Hz alignment the V alignment and the transverse section Measurement Instrument station with coordinates and instrument height Stakeout point with chainage offset and height displacement relative to centre line comparison values from
65. or further program operations Direc Type Bearing Azimuth Offset YES entering a parallel displacement is possible NO entering a parallel displacement is not possible e Fl Displays date and version 75 Setall values to default The values are shown in the dialogue above conr Accept displayed values and proceed to the dialogue COGO MENU Shiti 5 Exit the program Leica TPS System 1000 Programs 2 3 1en 207 Function selection COGO Menu COGO COGO MENU 14 03 MEM Inverse 0 Jg Traverse Intersections Offsets See Orbiter AST C End COGO eS a EET FEE EPIRI J Obe ONH Shift Shift e F2 me Cor NN NEN NEN NEN Fi F2 F3 F4 F5 Fb e e e e e e Call up the Configuration Editor 208 TPS System 1000 Programs 2 3 1en O Leica Inverse polar calculation Computes distance and direction between two points Azimuth Magnetic bearing COGO 01 Aor 9n a ISt an Ce Search Direction magnetic bearing or azimuth Horizontal distance Given point 1 y x point 2 y x Station coordinates and orientation need to have been set correctly before the coordinates of point 1 and or 2 can be determined by measurement O Leica TPS System 1000 Programs 2 3 1en 209 S S
66. or inspected in two dimensions Without V alignments no transverse sections can be selected RoaDL SELECT ALN FILES PERPE SERES lake aLzs oJ TUIS s ALNTEMP V O Vert Aln PRETEMP wy SOS SISSE SIS 2 CRSTEMP yw Log FlName 8 ROAD LOG pd eif nl HELP CONF TO Fi F2 F3 F4 F5 F6 e Horiz Aln Selects definition of Hz alignment Vert Aln Selects definition of gradient optio nal Cross Secs Selects definition of cross section RO optional Log FlName Name of the log file in use Shmi a Start the Configuration Continues with dialog CHECKING FILES O Leica TPS System 1000 Programs 2 3 1en 175 Checking files F3 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 Geometrical deviations include the tangent directions of adjacent elements and the chord lengths of elements Deviations which exceed the permitted tolerance are displayed The inspection of the files can be continued or interrupted ROADLN CHECKING FILES 14 03 ALN Deflection toler
67. planning and associated differences For the alignment inspection the coordinates of the point measured are stored along with the associated station the offset and the height difference 190 TPS System 1000 Programs 2 3 1en O Leica This value results from the displacement of the zero point of the profile and the displacement taken from the transverse profile N This value results from the displacement of the zero point of the profile and the displacement taken from the transverse profile the height displacement in the configuration Leica VIP Road line V 2 10 Instrument TCM1800 Serial 410000 TCM1800 User templ User 1 Meas file FILE01 GSI Program Start 02 07 1996 at 10 43 Hz alignment ALNMSPLZ GSI V alignment PRFMSPLZ GSI Cross Sect CRSMSPLZ GSI Station no TRASSE E 10 0000m N 25 0000m ELV 400 0000m hi 0 0000m Point no 3386 Chainage 49 2812 Offset 4 9130m HghtOffset 0 2473m As Measured E 11 6393m N 27 8821m ELV 400 8301m Point no 3386 Chainage 49 2812 Offset 4 9130m HghtOffset 0 2473m Design E 11 6391m N 27 8823m ELV 400 8301m Staked E 11 6394m N 27 8830m ELV 400 8266m Deltas dE 0 0004m dN 0 0007m dELV 0 0035m RO Example of a log file for the program ROAD LINE Leica TPS System 1000 Programs 2 3 1en 191 Data format Hz alignment This section describes the input data
68. profile point ACL Hgt Diff Vertical distance from the centre of the profile to the current profile point 180 TPS System 1000 Programs 2 3 1en O Leica 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 Hght Shift All heights in the alignment are changed by this amount The value can only be altered in this dialog e Ft Displays far left profile point F2 Displays profile point one place further to the left F3 Displays centre of profile F Displays profile point one place further to the right e Displays far right profile point Shift e F Displays diagram of cross section cowr Calls dialog POINT COORDS to display coordinates gt of point to be set out From there calls program STAKEOUT Leica TPS System 1000 Programs 2 3 1en 181 Shift e F4 Plot A simple diagram of the cross section is displayed The vertical scale is exaggerated three times ROADLN PLOT 14 03 AM Returns to dialog CROSS SECTION 182 TPS System 1000 Programs 2 3 1en Leica Stakeout The coordinates of a stakeout point are displayed and passed to the program STAKEOUT RoaDL POINT COORDS 14 03 Chainage 34225 000
69. right of the baseline AHeight Height difference from the last point measured CONT F5 Proceed to STAKEOUT Motorized theodolites can Or drive the telescope to the horizontal and vertical direction of the point to be placed Shift F2 Change stakeout method e For more information refer to chapter Select Stakeout Method Sh 3 F4 Generate a plot of the stakeout data For more information to chapter Plot Shi EC Exit the program Leica TPS System 1000 Programs 2 3 len 63 Azimuth and Distance Shift e This method defines the point to be staked in terms of the azimuth and distance from the theodolite station to the point PROG_Z07 0 00 00 point to be staked STAKE AZIMUTH amp DISTANCE 17 00 marger no CURB D Azimuth 90 10 02 HZ DiS 3d A 5M Seti Ars dH m HOLLA DESE AL OZ dL sigh AHeight 0 340 EE O O eael mere Mere Pror DO Ff F2 F3 F4 F5 F6 e 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 64 TPS System 1000 Programs 2 3 len O Leica CONT F5 e or Shift F
70. staked out the height difference in relation to the last base point Pt2 is displayed In particular this method is advantageous for long objects traffic routes Values for positioning are only displayed after two stakeout points Ptl H N Pt2 Line a PA Pt3 Offset Y 10 Fl AHeight Li PROG Z05 E Pt3 point to be staked 60 TPS System 1000 Programs 2 3 1en O Leica Shift 2 F5 CONT e or e Shift F2 e Shift F4 e e Shift ESC e e ENAN Hz Line Offset AHeight O ST Itm LINE OLE LI Tando c CENON Azimuth 14 CURB 9 9 LO OZ O82 SALES 4 305 m 1 250 im 0 340 03 HELP METHD eror _ F1 F2 F3 F4 F5 Fb Target no Azimuth Hz Line Offset AHeight Number of the point to be staked Azimuth from the station to the point to be staked m 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 Distance along the line defined by the last two points staked Orthogonal offset from the defined line Height difference from the last point staked Proceed to STAKEOUT Motorized theodolites can drive the telescope to the horizontal and vertical direction of the point to be placed C
71. the face Selects the previous point from a list of points Selects the next point from a list of points Turn the telescope to the selected point Returns to the Sets Menu Leica TPS System 1000 Programs 2 3 1en 133 CONT or Shift e F1 F5 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 TELESCOPE POSITIONING o ANN Hz and V positioning O Set chimecriom Ss to 2S AHZ 2 roi DRE KO AV 8 1922 25 ABORT OK e ppp add F1 F2 F3 F4 F5 F6 AHz Difference in horizontal direction AV Difference in vertical direction Ends the telescope positioning Ends the telescope positioning Are activated if the present telescope position is within 27 0 5 gon of the expected position This is confirmed accustically Further measurements follow the same rules as described in chapter Measure first set 134 TPS System 1000 Programs 2 3 1en O Leica Calculate Mode Shift e Calculate Horizontal and Vertical Sets The display format is the same for horizontal and vertical directions The data displayed refer to the selected ca
72. 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 2 238 TPS System 1000 Programs 2 3 1en O Leica Shift e F1 F3 CONT or F5 Shift 2 ESC Call up the function from the menu OFFSETS SSTeem BASELINE START PT FERIER MN co cce ME Memory Card Search in z ENERO ES TW Point Gcode Fruor eas sEARC owUM me L L L I Fi F2 F3 F4 F5 F6 Q e e e Manual entering of the baseline start point resp the baseline end point or the lateral point The standard TPS 1000 input dialog box appears Measuring the baseline start point resp the baseline end point or the lateral point This function is described in chapter Measure amp Record Measurement dialogue of the System user manual Search for the coordinates of baseline start point resp the baseline end point or the lateral point in the coordinate file This function is described in chapter Setup Import function of the System user manual Exit the program Leica TPS System 1000 Programs 2 3 len 239 Shift e F2 F3 The following dialog box shows the results s COGO OFFSET RESULTS 14 03 AM Pbi iMG So EE ss aS
73. used information about the instrument the name of the data file as well as date and time Record For each measurement a record will be stored containing Station coordinates and orientation correction standard deviations for Easting Northing Height of station and orientation correction 90 TPS System 1000 Programs 2 3 1en Leica The residuals for horizontal angles heights and measured distances are also listed Leica VIP Free Station V 2 10 Instrument TCM1800 Serial 410000 not named User templ User 1 Meas file FILEO1 GSI Program Start 02 05 1996 at 11 23 Using Least Squares Solution Station no 200 E 3 5461 m N 0 7683m ELV 0 6518m hi 0 0000m Ori Corr 0 00 20 S Dev East 0 0003m S Dev North 0 0003m S Dev Elev 0 0015m S Dev Orient 0 00 02 4 point s measured Point no d Hz d Height d Distance Error Flag 1 109 0 0121 0 0012m 0 0000m NONE 2 110 0 00 00 0 0045m 0 0002m NONE 3 112 0 00 25 0 0018m 0 0010m NONE 4 113 0 00 48 0 0014m 0 0002m NONE Continued next page Leica TPS System 1000 Programs 2 3 len 91 Using Robust Solution Error Flag NONE NONE NONE Station no 200 E 3 5461m N 0 7683m ELV 0 6518m hi 0 0000m Ori Corr 0 00 20 S Dev East 0 0003m S Dev North 0 0003m S Dev Elev 0 0015m S Dev Orient 0 00 02 4 point s measured Point no d Hz d Height d Distance 1 1
74. 0 Programs 2 3 1en Leica Shift e F2 F5 CONT e Shift F5 e Shift ESC 2 Enter distance along baseline L ESESISEERESSEBSESNEREXVE 6 00 ANN Distance along baseline lalouedbvz olDbeub e 8 Qr QOO im E v Jncar spir mere NEIN O O or Fi F2 F3 F4 F5 F6 e Q e e e e Horiz Dist Enter distance along baseline L Determining the distance along baseline L by means of the function Polar calculation refer to chapter Inverse INPUT Entering distance along baseline RCALL Call up of a distance along baseline which has been previously stored using the function Polar calculation Accept displayed values Changing the direction as dialog box MODIFY DISTANCE page219 Exit the program O Leica TPS System 1000 Programs 2 3 len 243 Enter lateral deviation distance from start Q COGO OFFSET 14 03 Perpendicular offset from BL OIL DLS 8 0 000 m Ooo wv SES F1 F2 F3 F4 F5 F6 e Horiz Dist Enter lateral deviation distance from start Q F2 Determining the lateral deviation distance from start Q by means of the function Polar calculation refer to chapter Inverse F F5 INPUT Entering lateral deviation distance from start RCALL Call up of a lateral deviation distance
75. 00 un carc sr NN NN mere conr LL L F1 F2 F3 F4 F5 F6 e e Run the calculation Note the e key will be assigned after the first measurement 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 Note that this key will not be available until there is at least one point in the list Displays the next point in the list of points entered Note that this key will not be available until there is at least one point in the list Retrieve the coordinates of the target point from the selected file For further information please refer to dialog IMPORT described in the System user manual Start the CONFIGURATION 28 TPS System 1000 Programs 2 3 1en O Leica Point List Enter a maximum of 10 points The same point can be retrieved several times ORINT Poin Poin Poin Poin n n Poi OU BUNE PEE ST pS Eros U O Spc mr ir rm Shift a ae a ee ee CONT e Return to the dialog Target Point Leica TPS System 1000 Programs 2 3 1en 29 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
76. 0000NON 73 QP000125 81 10 06496445 82 10 02094478 11 4 01127904 71 00000EOP 72 00000NON 73 QP000125 81 10 06540469 82 10 02344154 The principal points method allows joining elements without the use of intermediate tangents The following combinations for example may be defined Double spiral spiral out followed by spiral in Multiple circular curves e S curves with and without intermediate tangents O Leica TPS System 1000 Programs 2 3 len 293 Vertical Alignment Geometric elements supported Element Definition Declaration in the Alignment file Tangent Coordinate Km H to Coordinate Km H STRAIGHT Circular curve beginning of curve end of curve Km H Km H Radius 000CURVE Parabola Coordinate Km H Parabola parameter OPARABOL Parabola length End of project Coordinate Km H 00000EOP Vertical Alignment File Header 41 000JOBID 42 40VALIGNM 43 STACOORD WI 41 WI 42 WI 43 Job Identification Max 8 ASCII characters may be defined by user Identification of Vertical Alignment file May not be changed by user Identification of principal point type file May not be changed by user Example for a data block for a vertical alignment point 11 KILOMETR 71 ONEXTGEO 72 0NEXTRAD 83 10 00000000 WI11 Chainage of a vertical alignment point WI71 Type of the following geometric elem
77. 0100000 43 00200000 WI41 The station equation number WI42 Chainage ahead WI43 Chainage back Comments The header consists of a single block at the start of a data file Forastation equation file there is a limitation of 100 data blocks Example TI 4X us AMM son fe 00JOB ID 42 4 00000001 42 104 00000002 42 104 FOSTAEOTN 00100000 43 104 00566000 43 104 00200000 00600000 300 TPS System 1000 Programs 2 3 1en Leica 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 can read the memory card on your PC and obtain a hard copy of the Log file E Data will always be appended to the specified Log file The Log file contains the following information Header includes the program used information about the instrument the file to store the measurement data the date and the time Configuration the name of the input files for the Hz alignment the V alignment and the cross section Measurement Instrument station with coordinates and instrument height Stakeout point with heigth offset offset and height displacement relative to centre line comparison values from planning and associated differences This value results from the displa
78. 09 0 01 21 0 0012m 0 0000m 2 110 0 00 00 0 0045m 0 0002m 3 112 0 00 25 0 0018m 0 0010m 4 113 0 00 48 0 0014m 0 0002m NONE Typical log file entry in the FREE STATION program 92 TPS System 1000 Programs 2 3 len Leica 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 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 In addition the program generates a log file containing all data for a given measurement session Line Pt2 Offset Ptl Target pt AOffset Ref line E PROG Z12 ALine Leica TPS System 1000 Programs 2 3 1en 93 The program also allows to determine various values of height determination as shown in the figure below PROG Z12 FP NP AHI AH2 ALine ASpat dist APerp l Target point Point of intersection of vertical with line P1 P2 Point of intersection with line P1 P2 of perpendicular to P1 P2 Height difference to start of line P1 Height differencein relation to the interpolated height FP of reference line P
79. 1 00000EOP 72 00000NON 83 00418605 Leica TPS System 1000 Programs 2 3 len 295 Cross Sections Geometric elements supported Element Definition Height differences Height difference to the centerline Distance Distance from the centerline Cross section type Differentiate between CUT and FILL cross sections Slope slope ratio Header of the cross section file 41 00JOB ID 42 TEMPLATE WI41 W142 Job identification Max 8 ASCII characters user definable Template file identification May not be changed by user A data block for a cross section is structured as follows 11 PROF NR 35 DISTANCE 36 000HDIFF WI11 The cross section number WI35 Horizontal distance from the centerline WI36 Height difference from the centerline WI71 Cross section type WIT72 Slope ratio Comments The header consists of a single block at the start of a data file All data blocks having the same cross section number WI11 belong together All data blocks belonging to a cross section must be consecutive in the file to minimize file access The data blocks for a cross section must be sorted by ascending distance from the centerline 296 TPS System 1000 Programs 2 3 1en O Leica Cross sections do not have to be sorted by number A negative distance WI35 indicates a point to the left of the centerline A positi
80. 1 00000039 42 00000123 43 00000045 44 00000114 45 00000087 WIA1 Code 40 WI 42 Position precision traverse length misclosure WI 43 Vertical precision height difference misclosure 410012 00000040 42 400008239 43 00010000 Measurementblock with the traverse Station Coordinates of station points WI 11 WI 25 WI 84 WI 85 WI 86 WI 88 Point number AHz correction of orientation E easting coordinate N northing coordinate Height Instrument height 110015 00123456 25 143 14611200 86 40 00403285 88 10 00001555 84 404 00001215 85 40 00003153 158 TPS System 1000 Programs 2 3 len Leica Plot Generates a plot showing the measurement configuration C ERE 7 gt E Laa aa RES T EE EE Fi F2 F3 F4 F5 F6 e F4 Return to the dialog CLOSURE RESULTS Leica TPS System 1000 Programs 2 3 len 159 Configuration Configuration Editor Shift e F2 Shift e F1 Start the Configuration Editor from the TRAVERSE MENU dialog TRAVN CONFIGURATION 14 03 AM Two Faces E Me Mult Meas Code Log File Log FlName NO 38 OWT TRAVERSE LOG ee a i es a LE E Tan YES nere A TS A ee e F1 F2 F3 F4 F5 F6 e The Configu
81. 1 17 2 2 4 4 9089m 2 326m Ans WwW 5 362m 2 254m 9 8496m2 0 0010 13 8396m Typical log file entry in the AREA program TPS System 1000 Programs 2 3 1en Leica Sets of Angles Introduction This manual describes the Sets of Angles program of the TPS SYSTEM 1000 theodolite series Set2 0 0000 5 Set1 0 00 00 Ptl PROG_Z16 The program permits direction measurements to targets of which coordinates are not necessarily known The average direction of all sets the standard deviation for one observed direction and the standard deviation for the average of all directions is computed for each target To calculate a result a minimum of two full sets must be observed Measurements in two faces must exist for each target Once the program has learned the targets and their respective sequence during the first set in face I the observer is guided throughout the following measuring sequence A maximum of 250 measurements per instrument station in 2 faces can be handled in one calculation Leica TPS System 1000 Programs 2 3 len 129 Sets Menu Sets menu view Shift e Shift 2 F2 2 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
82. 1 P2 Horizontal distance from P1 to FP abscissa Spatial distance from P1 to NP Length of perpendicular from Target point to Reference line 94 TPS System 1000 Programs 2 3 1en Leica 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 REFLN REFERENCE LINE 14 03 AM 1 POINT BASELINE O ROCs g wiee S MEMORY CARD Search in B FILEO1 GSI yw BOME COCE i _ ES NN ES ICI 7 NN RR ERN Fi F2 F3 F4 F5 F6 e e e rai Manually enter the first base point The TPS 1000 manual input dialog will appear F2 Proceed to determine the base point by a measurement e or T Initiate a search of the point in the database Shiti a Start the Configuration Editor Shift ESC e e Exit the program O Leica TPS System 1000 Programs 2 3 1en 95 Measure a Base Point This dialog is used in accordance with the settings of the system function Measure amp Record or according to the dialog shown below REFLN REFERENCE LINE 14303 JEN uod Me 8 12 O Hz 2096755150 V 9d 91629 Refl Height 1 5010 m Shope DASE Z2 3039 ium Kew gii g A AS ES ALL bist REC TARGT Fi F2 F3 F4 F5 F6 rj Simultane
83. 16 TPS System 1000 Programs 2 3 1en O Leica Area Computation of Area Introduction This manual describes the AREA program of the TPS SYSTEM 1000 theodolite series Ptl Pt2 PROG_Z15 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 len 117 Measure Mode Straight line Shift e F1 F2 F3 F2 CONT F4 F5 AREA MEASURE POINT 14 03 EN Segs Meas 0 U point no Refl Height 0 00 m Hz 95755 50 V g OSIRONINGRUP 0 Sloe SEIS Height gal 8 SS m Easting E SSS m Northing SOM Aem m Elevation 206 7963 m Azimuth H 192 25 95w Seg Len 0 42 0 9 m HELP CONF CALC Fi F2 F3 F4 F5 F6 e e e e Segs Meas Counts the number of segments With a new area the segment counter will be set to zero Seg Len Length of the last straight line segment measured Simultaneously measure and record data on the active recording device Return to dialog MEASURE POINT Measure a distance and record data on the active recording device Measure a distance without recording Enter the target data For further information refer to chapter Measure amp Record of SYSTEM user manual Import target coordinates For further information please refer to chapter Set
84. 2 Maximum of 5 characters for name of application VVV 3 characters for version release number PRG Identification tag for loadable application Text files 2227 VVV LSS 2222 identical name of relevant application VVV identical version release number of relevant application L Identification tag for text file of application SS Identification tag for language SS gt EN English GE German FR French SP Spanish System texts SYS VVV SS SYS Seven text files SYS1_ SYS7 VVV _ Version release number of system texts Identification tag for text file of system SS Identification tag for language SS gt GE German FR French SP Spanish Leica TPS System 1000 Programs 2 3 len 15 After the installation is complete you will find the following files in the subdirectory in your PC Standard applications Application File name Text file Remarks All prtxtVVV LEN Texts common prtxtVVV LGE to all prtxtVVV LFR applications prtxtVVV LSP Orientation and ORI VVV PRG ORI VVV LEN English height transfer ORI VVV LGE German ORI VVV LFR French ORI VVV LSP Spanish Tie distance TIE VVV PRG TIE VVV LENetc Resection RESECVVV PRG RESECVV V LENetc Stakeout STAKEVVV PRG STAKEVV V LENetc Additional applications Application File name Text file Stock no Free station survey FREE VVV PRG FREE VVV LEN etc 663156 Reference line REFL_VVV PRG REFL VVV LEN etc 663198 bu
85. 2 e Shift F4 e Shift e ESC Slope Dist Slope distance from the instrument station to the stakeout point Horiz Dist Horizontal distance from the instrument station to the stakeout point A Height Height difference from the instrument station to the stakeout point 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 Generate a plot of the stakeout data For more information to chapter Plot Exit the program Leica TPS System 1000 Programs 2 3 1en 65 Stakeout Polar Stakeout 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 After the first distance has been measured the differences between calculated and measured direction and between calculated and measured horizontal distance are displayed If the elevation of the point to be staked is available the height difference between the last measured reflector and the point to be staked is shown together with the measured elevation of the reflector point point to be staked ADist B PROG Z08 E Values f
86. C _ HELP STORE Staro NOTE F1 F2 F3 F4 F5 F6 Hght Shift Vertical shift applied to the whole alignment Chainge Incr The chainage increment set in the configuration is displayed If desired a new value can be entered Chainage Enter the chainage location for the points to be staked 268 TPS System 1000 Programs 2 3 1en O Leica F1 F2 F3 F4 Shift 2 F3 Shift e F4 Shift e F5 CONT e Element This displays the element for the chosen chainage such as POB PC CURVE etc Offset Horizontal offset to apply to the current chainage Hght Offset Vertical offset to apply to the current chainage Switches to measuring mode to allow for a measurement to determine the chainage and offset for the point shot After taking the measurement press amp and the program will return to the CHAINAGE amp OFFSET opening display The chainage value of where the shot was taken along with the horizontal and vertical offset are displayed Changes to the next chainage Changes to the previous chainage Activates the cross section options The result of the road chainage and offset is stored Just active after taking a measurement Activates the Station Equation option Active only if a Station Equation File is selected during display SELECT ALN
87. C and obtain a hard copy of the Log file m Data will always be appended to the specified Log file The Log file contains the following information Header The header line will contain the program used information about the instrument the name of the data file as well as date and time Record For each measurement a record will be stored containing Station coordinates and orientation correction standard deviation for Easting Northing Height of station and orientation correction The residuals for horizontal angles heights and measured distances are also listed O Leica TPS System 1000 Programs 2 3 1en 47 Leica VIP Resection V 2 10 Instrument User templ Meas file Program Start Using Least Squares Solution Station no Ori Corr S Dev East S Dev North S Dev Elev S Dev Orient 2 point s measured Point no 1 500 2 501 TCM1100 Serial 412160 not named User 1 FILE12 GSI 09 04 1996 at 12 52 2000 E 0 0011m N 0 0006m ELV 398 3951m hi 1 6000m s 240 50 51 0 0003m 0 0003m 0 0047m 0 00 49 A Hz A Height A Distance Error Flag 0 00 55 0 0047m 0 0001m NONE 0 00 18 0 0047m 0 0002m NONE Typical log file entry in the Resection program 48 TPS System 1000 Programs 2 3 len Leica Tie Distance Introduction This manual describes the Tie Distance program of the TPS SYSTEM 1000 theodolite series The program calculates the length
88. D 1 Refl Height 697 m Easting E 110149 967 m Northing x 942132 907 7 m Elevation 345 655 m ar FREE ERE REESE 773 IERI Fi F2 F3 F4 F5 Fb e e Q e The coordinates calculated from the input values of the dialog CHAINAGE amp OFFSET or CROSS SECTION are displayed e P or Calls program STAKEOUT The coordinates displayed are transferred km 0 50 100 150 200 300 PROG Z27 Terrain actual 10 Line calculated calculated O Leica TPS System 1000 Programs 2 3 1en 183 X section Check F1 The function X SECTION CHECK is called in the 2 dialog CHAINAGE amp 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 km 0 50 100 150 200 300 PROG_Z28 built projected actual calculated 184 TPS System 1000 Programs 2 3 1en Leica ROADLN X SECTION CHECK 14 03 AM Koninie igi E 12 Remark 1 eee Refl Height J 567 m HZ quiera Oye ag V Ser ssa IO Horii DISE ei 5S t5 PALL DIST REC TARGT IMPOR Fi F2 F3 F4 F5 F6 e e e This displays the defined standard measuring dialog which may be different from the one depicted above F7 Measures and re
89. Difference in height between the measured reflector point and the stakeout point Positive in sign if stakeout point is higher than the reflector position Elevation Elevation of the measured reflector point Simultaneously measure and record data on the active recording device Measure a distance Record the measurement on the active recording device Enter target data as described in chapter Measure amp Record of System user manual Re position the telescope on the target Note this function is only available for motorized theodolites Change stakeout method For more information refer to chapter Select Stakeout Method Generate a plot of the stakeout data For more information refer to chapter Plot Exit the program Acquire the next point to stake Leica TPS System 1000 Programs 2 3 1en 73 Select Stakeout Method Shift e e 7 2 Shift e Select the stakeout method in any stakeout dialog STAKEN SELECT METHOD 14 03 AM Coarse Meth LINE OFFSET yw D Stakeout M EMEEN v SDS sae ON Position B 2D vw Jem s SINL Ee 0 000 m PoLAR ORTHO aux GRID LIST mene e op Fi F2 F3 F4 F5 e e e e e e F6 Coarse Meth Select the method for COARSE POSITIONING NONE no static method used LINE OFFSET see chapter Line Offset ORTHOGONAL see chapter Orthogonal AZIMUTH amp DISTAN see chapter Azimuth and Distanc
90. EE T Eon UO MEE CE 3 B 1 1 Easting 0 000 m Northing O 000 mm Elevation ee P fsrore ST Fi F2 F3 F4 F5 F6 e e e e e Point no Entering point number of the point to be accepted Easting Display of east coordinate Northing Display of north coordinate Elevation Entering height optional The following results have been stored in the active measurement data file WI 11 Station Point Number WISI Easting coordinate WI 82 Northing coordinate WI 83 Elevation optional If Point no has not be entered the button is not occupied 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 Return to COGO MENU Exit the program 220 TPS System 1000 Programs 2 3 len Leica Intersections Call up the function from the COGO MENU ESTY INTERSECTIONS MAE Bearing Bearing 0 O Bearing Distance 1 Distance Distance 2 End Intersections 3 RE FERRE ee Shift e AEDS ERES era DERE EE Fi F2 F3 F4 F5 F e e O Leica TPS System 1000 Programs 2 3 len 221 Bearing Bearing Intersection Intersection positive parallel offset Azimuth COGO 02 Direction here Magnetic Azimuth bearing Magnetic bearing Search e Coordi
91. ELP Lo T d Fi F2 F3 F4 F5 F e Station no Station point number Backsight Backsight to tie point Simultaneously measure and record data on the active recording device Measure a distance and record data on the active recording device Measure a distance without recording Enter target data as described in chapter Measure amp Record of SYSTEM user manual Distance measurement is optional O Leica TPS System 1000 Programs 2 3 1en 153 Shift e F5 F4 CONT CODE Selects the last measured sideshot or the last traverse point as the new station Change the theodolite face Proceed to the dialog TRAVERSE MENU Call up the CODE function Only active if a sideshot point was measured 154 TPS System 1000 Programs 2 3 1en O Leica Traverse Point Sideshot Point Shift e F1 e F2 F3 e e Z CONT e e F4 e Shift F4 e e Shi ESC e e 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 TRAVERSE MENU according to the settings in the configuration TRAV MEAS TRAVERSE PT 14 03 ay Pim IMC 2 O ASAE dL dealemuE E 1 300 tum Hz DAYOAN ZO V 99i 9 1
92. EN Fi F2 F3 F4 F5 F6 e Q our 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 O Leica TPS System 1000 Programs 2 3 1en 41 Measure Mode Shift e F1 F2 F3 F4 F6 Shift 2 F4 CODE Shift e ESC e CONT 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 Hz E Refl Height Sloe DIS ML LLL LL prsr REC rarer HEIL LL JIE IIL IL 3 F2 F3 F4 F5 F6 e e e Simultaneously measure and record data on the active recording device Return to the dialog TARGET POINT Measure a distance Record the measurement on the active recording device Return to the dialog TARGET POINT Enter target data as described in chapter Measure amp Record of the System user manual Assigned with aNUM at point number input assigned with EDIT at numerical input Change the theodolite face Call up the CODE function as described in chapter Measure amp Record of the System user manual Exit the p
93. EOM ELE Geometrical element according to table page 195 STRAIGHT 000CURVE PARABOLA 00000EOP WI72 RAD PARA Arc radius or parabola parameter 8 digit number If WI 71 STRAIGHT 00000EOP then WI 72 00000NON Sign dip WI83 HEIGHT Height H of the main point starting point start of curve end point in accordance with table page 195 8 digit number on crest Also The header is always at the beginning of a data file The V alignment file must be composed of at least two parts starting and finishing point The units and decimal places used in the WIs 11 and 72 are in accordance with the definition in WI 83 The chainage is given by the sum of the horizontal element lengths Geometrical elements can be combined freely o There is no limitation on the size of the V alignment file As a result as many data blocks as required can be entered if a file is created on the PC using the DOS program ROADDATA EXE If a file is created edited using the program FILE EDITOR on the TPS1000 there is a limitation of 200 data blocks E Check your data for errors typing errors signs etc before you load it into the memory card Leica TPS System 1000 Programs 2 3 1en 199 An example of the wrong sign used with an arc of radius R or with the parabola parameter p R p 2 3 R p PROG_Z24 PN If the wrong sign R p is used the summit becomes a trough Example Cre
94. F5 F6 e e e e To select the template point to stake back of curb edge of pavement etc e The CROSS SECTIONS options display appears ROAD CROSS SECTIONS 14 03 1R Chainage 25 OO Template 000tutor ACL Offset 1 500 m ACh Jeep Dici c 0 030 Seele ONES 8 0 600 catea ERN GN NN NNNM Shift M F1 F2 F3 F4 F5 F6 F2 F4 Set the ACL Offset value This value is the distance from centerline of the point you want to stake Move the cursor to Template and pick the cross section template to use Following set the Stake Offs stake offset value If the point is left of the centerline enter the offset value as a negative value EM Continues with display POINT COORDS 282 TPS System 1000 Programs 2 3 len Leica Stakeout the point ROAD POINT COORDS 14 03 Chainage 0 000 IRQIE ML fuese s 1 500 m Easting 331 000 m orthing B 335 000 m Elevation 31 000 m NENNEN ERE EI 5 RIEN RN RR RENE Fi F2 F3 F4 F5 FB e e e The stakeout program will start with the polar stakeout method being used STAKE POLAR STAKEOUT 14 03 AM target aor 4 A H Q1 9019 9 0 A Dist B 0 7 im A Height 3 Wa E tI 1 320 im Elevation 32 700 m ALL DIST REC TARGT FAM ELE IMETHD
95. I 11 and WI 41 The block number is located from position 3 to 6 V alignment The V alignment definition V alignment The V alignment is defined with the main points 1 6 The main points form the starting and finishing points Parabola Parabola i 4 5 Straight PROG Z23 of the geometrical elements The starting point of one element is also the finishing point of the previous element O Leica TPS System 1000 Programs 2 3 1en 197 Element Defined by Declaration Straight Starting point chainage H STRAIGHT Arc Start of curve chainage H 000CURVE radius R Parabola Start of curve chainage H PARABOLA parabola parameter p End of project Finishing point chainage H 00000EOP The V alignment file is structured as follows 1 Header 2 Data block Definition 1st geometrical element 3 Data block Definition 2nd geometrical element 4 Data block Definition 3rd geometrical element n Data block Definition of end of project The Header 41 400Job ID 42 0OVALIGNM 43 STACOORD WIA1 Job ID Job identification consists of 8 alphanumeric characters WI42 Fixed name of the V alignment file May not be changed WI43 Fixed name of the main point method May not be changed 198 TPS System 1000 Programs 2 3 1en O Leica The Data block WI 11 STATION Chainage from the Hz alignment at the start of the element 8 digit number WI71 G
96. ITOR GST O File Type EAT v File Name FILEO4 GSI w a O LrsT HELP ld F1 e F2 F3 e F4 e F5 e F6 File Type File Name F2 CONT v Select type of file Coordinate refer to chapter Coordinates Horiz Align refer to chapter Hori zontal Alignment Vert Align refer to chapter Vertical Alignment Template refer to chapter Template Sta Eqn refer to chapter Station Equation CRS Assignmnt refer to chapter Cross section Assignment Select file name View and edit existing file Displays date and version of the running application FE Create new file Coordinate see dialog page 306 La Leica TPS System 1000 Programs 2 3 1en 305 Coordinates F2 Press within dialog page 305 in order to create a new e file Coordinates see dialog below our Press within dialog page 305 in order to view and edit the selected file see dialog page 307 309 FilEdN CREATE FILE 14 03 AM File Type Coordinate File Name 3 FILE06 GSI v Nor Decimale 8 3w qr ee ee Shift M 3 F2 F3 F4 F5 F6 e e File Type Display of type of file File Name Select file name Only files which are not created yet can be selected No Decimals Select number of
97. Jae misc S 0262 um AEasting 3 ue 016 m ANorthing OSV mil PS TORE PLOT MENU MBICTCCIMEL eel GO UY 52u il PiceC isileim 8 93569 wn W Rucecilsalom NE 6528 m eh ERN NER Ae NE EEN F1 F2 F3 F4 F5 F6 e 156 TPS System 1000 Programs 2 3 len Leica No of Pts Number of traverse points Length Length of traverse Crd miscl Coordinate misclosure Hgt miscl Height misclosure A Easting Misclosure in easting A Northing Misclosure in northing AziCrdMiscl Azimuth of coordinate misclosure H Precision Position precision traverse length Crd misclosure V Precision Vertical precision height difference Hgt misclosure F3 The results of the traverse are recorded in the file for measurements on the active recording device F4 Plot of the traverse F5 Continue with the TRAVERSE MENU Shii ESC Exit the program eo Continue with the TRAVERSE MENU Leica TPS System 1000 Programs 2 3 len 157 Examples Codeblock with results of the traverse closure WI 41 WI 42 WI 43 WI 44 Code 38 Number of traverse points Length of traverse sum of legs Azimuth of misclosure 410010 00000038 42 00000005 43 01013515 44 01928220 WI 41 WI 42 WI 43 WI 44 WI 45 Code 39 Misclosure Misclosure easting Misclosure northing Misclosure in height 41001
98. NU PROGRAMS display move the highlighted cursor to the ROADPLUS program and press on the keyboard of the instrument This will bring up the SELECT ALN FILES display es The display illustration examples contain text and values for example purposes only The actual values you will see on the display of your instrument will be different p ROAD N SELECT ALN FILES 0 Horiz Aln v Vemte Xm v Cross Secs CRS_EX1 yw v v Crs Assign STA EX1 Stacion dur 2 EQN EX1 Log FlName ROADPLUS LOG UL 1 1 l Fi F2 F3 F4 F5 F6 e e e e Pal F2 Call up the Configuration Editor Before selecting the alignment files to use you should enter the configuration parameters for the job Leica TPS System 1000 Programs 2 3 len 253 Configuration Shift F2 Start the Configuration Editor from the SELECT ALN FILES dialog ESEEESNEESENSENEEVETEEE ERE BaSS Cnainge s 0 000 O End Chainge SIT ZTO Chainge Incr 10 000 inn sige OMLET Q OOO im Dele 5 s 3 OOO Vile Charme ou 0 010 j j j DELT 3D Stake 8 ON ier iniewiodk 8 OFF Oii Moseumane S left S iRalelaie 7 Hinge mode B normal yw Log File ON Log FlName 8 ROAD LOG Shift M F1 F2 F3 F4 F5 F6 e e e e Base Chainge Enter the beginning chainage for the pro
99. O MI D Multiply ML Lr Divide SSS SS Add E 000 00 Subtract OC ORO 0 NorthEast ORC OROw Fi F2 F3 F4 F5 FB NorthEast Display of entered magnetic bearings ref to dialogue TRAVERSE page 214 Multiply Entering multiplication factor Divide Entering division factor Add Entering angle for a correction to the right Subtract Entering angle for a correction to the left NorthEast Display of corrected magnetic bearings Accept displayed values and proceed with dialogue TRAVERSE page 218 Leica TPS System 1000 Programs 2 3 len 215 Defining direction by If Azimuth is selected in the configuration during Azimuth Direc Type then the following dialog box appears COGO TRAVERSE 14 03 M Direction to Traverse O Azimuth 5 02001 00H Ot i sent 8 0 000 m Ooo uv mcanL epir B F1 F2 F3 F4 F5 F6 e e Azimuth Entering Azimuth Offset Entering parallel displacement Only active if YES is entered in the configuration during Offset Left negative parallel offset Right positive parallel offset F2 Determining the direction by means of the function Polar calculation refer to chapter Inverse F5 INPUT Entering Azimuth RCALL Call up of a direction which has been previously stored using the function Polar calculation cont Accept displayed values and pro
100. OD Note that all parameters for the rod you are using must be defined before you can proceed If any of the parameters have not been defined the program will issue an error message to this effect Press OK to clear the message then make any necessary settings in the CONFIGURATION Leica TPS System 1000 Programs 2 3 len 113 Measure Rod Shift Fi e F2 F3 e F2 CONT e e The program will display the TPS 1000 Measure amp 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 HDNPT MEASURE PRISM 1 14 03 A EMM POI nOr 8 Stationl2 O H 5 16 S57 S04 V 3 QL 9 115 9 20 Sloe Dist 8 m lees ekba G0 me m PALL DIST Rec EEG NN mere cone roil _ F1 F2 F3 F4 F5 F6 e e e d Simultaneously measure and record in the active file Proceed with the same dialog for the next reflector If the last point has already been measured the program will proceed to the RESULT dialog Measure a distance Record the measurement in the active file and proceed with the same dialog for the next reflector If the last point has already been measured the program will proceed to the RESULT dialog Meas
101. PLOT F1 eZ F3 F4 F5 F6 With the polar method the theodolite is turned until the displayed horizontal circle reading is zero degrees The rod person is moved on line and a distance is measured The results are displayed telling you how far from the real point the prism pole is Move the rodperson until the distance shows near zero The CUT FILL value is displayed along with the elevation of the point F3 Record the point and the CROSS SECTIONS display PRP returns Esc Move to a new chainage The CHAINAGE amp OFF a SET display returns O Leica TPS System 1000 Programs 2 3 1en 283 Select new chainage 03 S d Shift e F2 Fa F6 ROAD CHAINAGE amp OFFSET BEI Chainage 0 000 Element POB Offset 0 000 m Slgumuz QuEd SEE 8 0 000 m CHECK ER lt CH xSEC _ BEEP a es pip F1 F2 F9 F4 F5 e 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 Continue in this manner until all points have been staked Select a new chainage you also may enter a chainage 284 TPS System 1000 Programs 2 3 len Leica Slope Staking FILL Cross prc Section Centerline i i Slope staking involves determining a p
102. Plot 124 Configuration 125 Configuration Editor 125 Dual face Measurement 126 Log File 127 Sets of Angles 129 Introduction 129 Sets Menu 130 Sets menu view 130 Measure Mode 131 Calculate Mode 135 Examples and used formulae 140 Configuration 143 Configuration Editor 143 Log File 145 Traverse 147 Introduction 147 Traverse Menu 148 Traverse menu 148 New traverse 149 Occupy station 153 Traverse Point Sideshot Point 155 Close traverse 156 Plot 159 Configuration 160 Configuration Editor 160 Dual face Measurement 161 Multiple Measurement 161 Log File 163 TPS System 1000 Programs 2 3 1en Leica Local Resection 165 Introduction 165 Station Data 166 Target Points 167 Calculation 168 Configuration 169 Configuration Editor 169 Dual face Measurement 170 Road line 171 Introduction 171 Program concept 174 Alignment 175 Selection of files 175 Checking files 176 Program flow 178 Chainage and centre line offset 178 Cross sections 180 Stakeout 183 X section Check 184 Configuration 188 Configuration Editor 188 Log File 190 Data format 192 Hz alignment 192 The Road Data Entry program 204 COGO 205 Introduction 205 Configuration 207 Function selection COGO Menu 208 Inverse polar calculation 209 Traverse 212 Defining direction by magnetic bearing 214 Defining direction by Azimuth 216 Defining horizontal distance 218 Intersections 221 Bearing Bearing Intersection 222 Bearing Distance Intersection 227 Distance
103. Sie DOLNE O Quadrant NorthEast 0 99 V 0 9 Offse Q OOO im A Shift e Her T CST O e F1 F2 F3 F4 F5 Fb Q Quadrant NorthEast Offset F2 Enter quadrant First or second straight lines 1 Northeast 2 Southeast 3 Southwest 4 Northwest Enter magnetic bearing First or second straight lines If Azimuth is selected in the configuration during Direc Type then the azimuth of the first straight line or the second straight line can be entered Entering parallel displacement Only active if YES is entered in the configuration during Offset Left negative parallel offset Right positive parallel offset Determining the direction by means of the function Polar calculation refer to chapter Inverse 224 TPS System 1000 Programs 2 3 len Leica F5 INPUT Enter bearing mangnetic bearing resp e azimuth if Azimuth is selected in the configuration during Direc Type RCALL Call up of a direction which has been previously stored using the function Polar calculation EN Accept displayed values E F5 Changing the direction as dialog box MODIFY BEARING page 215 resp MODIFY AZIMUTH page 217 j E A v Exit the program Leica TPS System 1000 Programs 2 3 len 225 Shift e F3 F5
104. This function is described in chapter Select user template of the SYSTEM Users Manual Goto start of file Goto end of file Delete a data block Point search Leica TPS System 1000 Programs 2 3 len 315 Shit oP Start dialog SEARCH in the dialogs View Edit File pages 312 314 FilEd SEARCH 14 03 0 U Dyrectrion Forward w Station Ee a EE EEESIEEEENE ET T F1 F2 F3 F4 F5 F6 e e Direction Forward Searching for station in direction end of file Backward Searching for station in direction start of file Station Input of station chainage ao or F5 Search for station 316 TPS System 1000 Programs 2 3 1en O Leica Vertical Alignment F2 CONT Shift e CONT e Shift Create new file Vert Align in dialog page 305 see dialog bottom View and edit selected file in dialog page 305 see dialog page 318 319 FilEdN CREATE FILE 14 03 AM Pile Type 8 Verta JAIL File Name No Decimals 3vw e eee i TONUM i nete ir p ee ERE HERI Fi F2 F3 F4 F5 F6 File Type Display of type of file File Name Input of file name max 5 char see chapter Introduction No Decimals Selection of number of decimals Insert new Header FilE
105. a Reference Point Shin F5 Displays additional information about how the location of the prism pole relates to components of the cross section Do this after a measurement has been made a ROAD REFERENCE POINT 14 03 JEN br D Chainage 0 000 Template CYPE UE AChainage 3 254 m ACatch Offs Q SA um ANC AEC Hard z 0 999 DIST TARGT Oris CERES ar AHinge HgtD Z 123 i ANCAL ORE de SEHE 9 213 im ANCL keje DSE iE dE SL i124 n BEIEEENENOCONESSSENNNN NENNEN Fi F2 F3 F4 F5 F6 1L Indicates the location of the cross section point in relation to the centerline In this example the 1L means the first point of the template left of centerline Chainage Displays the current chainage Template Displays the template name being used AChainage Displays where the rod is in relation to the actual chainage Move the rod to the right as you are looking from the pole towards the instrument if the value is positive If the value is negative move to the left O Leica TPS System 1000 Programs 2 3 1en 289 ACatch Offs This value is where the pole is in relation to where the existing ground intersects the design slope of the template ACatch HgtD This value is the vertical difference from the ground shot to where the existing ground catches the template AHinge Offs This is the horizontal distance from the prism to where the templa
106. ainage Brio CALL prsr SE HELP ASt 0 STORE I lt gt II REFPT Fi F2 F3 F4 F5 F6 e The STORE and REFPT options are not available until after a measurement is taken 286 TPS System 1000 Programs 2 3 len Leica F3 ESC Measure to the current position of the prism pole The value for AXS 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 AChainage is also important This value shows where the actual point is in relation to the chainage of the cross section being used In the sample display shown the value for AXS Hgt Diff is 1 089 m The value is positive which means the catch point is higher than where the measurement was taken Therefore the rodperson would look for a spot that is approximately 1 m higher than the current point Now look at the value for AChainage This indicates where the prism pole is in relation to the chainage In this example the rodperson would move approximately 3 m to his her right looking towards the instrument If the value is negative the pole would be moved to the left In addition the horizontal distance from centerline is displayed which is 9 867 m for this example After moving to a new location measure a distance to the prism and view the results When the AXS Hgt Diff and AStation are at or near zero the catch point
107. ance exceeded at chainage 89 18 00 Difference in direction is O 00 27 ON exe xe tO P ENERO ERN F1 F2 F3 F4 F5 F6 e e After inspection the program returns to Dialog 2 The input values can be corrected either on a PC using the program ROADDATA EXE or on the TPS1000 using the programm FILE EDITOR 176 TPS System 1000 Programs 2 3 1en Leica F5 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 Le 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 O Leica TPS System 1000 Programs 2 3 1en 177 Program flow Chainage and centre line The dialog is used to enter the longitudinal and cross offset section data for a point to be set out or to call the function X SECTION CHECK Hetes SALELE 0 000 m ChaingeIncr 100 000 m ROADL CHAINAGE amp OFFSET 12 00 Chainage 0 000 m Element POB Offset 0 000 m HghtOffset 0 000 m CHECK ct cH xsec_ _ Ef F2 F3 F4 F5 F6 e Chainage The present chainage for STAKEOUT After setting out is completed the chainage i
108. and applications are supplied on normal 3 1 2 diskettes For optimal use of the programs and instruments read this manual carefully The hardware and software used to transfer the individual program packages must meet the following requirements IBM compatible PC 386 or higher 4MB RAM 3 5 floppy disk drive RS232 interface including interface cable for Leica survey instruments stock no 563625 MS DOS 5 0 or higher MS Windows 3 1 Four diskettes are supplied with each instrument e disk 1 SYSTEM FIRMWARE e disk 2 Programs and Languages disk 3 TPS WORKBENCH e disk 4 RCS 1000 More information can be found in the file README TXT on each diskette Recommended installation procedure 1 TPS WORKBENCH disk 3 2 SYSTEM FIRMWARE disk 1 3 Programs and languages disk 2 4 RCS 1000 disk 4 12 TPS System 1000 Programs 2 3 1en O Leica 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 Workbench TPS Tools 2 21 Installation TPS r Install to Continue CALEICA WB Exit Installation Options L TPS Software Upload 378 KB Directory Y RCS 1000 Controller Upload 57 KB 7 TPS Code Development 157 KB Software Radio Configuration 123 KB TPS PC to MC MC to PC 277 KB In
109. angle A Distance Difference between calculated and measured distance A Height Difference between calculated and measured height Refl Ht Reflector height used for that target point Easting Northing Elevation Target coordinates used Recalculate the result Scroll to the measurements of the previous point Scroll to the measurements of the following point Measure more point Return to dialog TARGET POINT Delete a point from the set of measurements You can now measure a new point in its place Exit the program 86 TPS System 1000 Programs 2 3 1en O Leica 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 which they were measured Points not used in the calculation are marked with a dotted line ed iB FRESTV plor o 77 Shift e ri Recalculate the solution and return to the dialog CALCULATION RESULTS see page 83 F4 Measure more points The program will recall the TARGET POINT dialog see page 80 2 9 Toggle any point ON or OFF by pressing the numeric ie key corresponding to the sequence number of the point Note that represent
110. ans of the function Polar calculation refer to chapter Inverse F5 INPUT Entering horizontal distance RCALL Call up of a distance which has been previously stored using the function Polar calculation conr Accept displayed values and proceed to dialogue TRAVERSE RESULTS page 220 Shiti Fs Changing the distance refer to dialogue MODIFY eu um DISTANCE page 219 Snin Ee Exit the program 218 TPS System 1000 Programs 2 3 1en Leica HOr TZADA SENE 0 000 m Multiply foe Lu Divide eS SSS Add TOCO im Subtract 0 000 m LOE 72 5 ID ab GE c QS NOI um Gcoco MODIFY DISTANCE 14 03 MM a a Fi F2 F3 F4 F5 F6 Horiz Dist Display of entered horizontal distance refer to dialogue TRAVERSE page 218 Multiply Entering multiplication factor Divide Entering division factor Add Entering distance for a positive correction Subtract Entering distance for a negative correction Horiz Dist Display of corrected horizontal distance CONT Accept displayed values and proceed to dialogue TRAVERSE RESULTS page 220 Leica TPS System 1000 Programs 2 3 len 219 Shift e F3 F5 CONT Shift e ESC e The following dialog box shows the result of the traverse COGO TRAVERSE RESULTS A
111. ation Measure and record NO the default indication is used for the Free Station Log File ON records measurements in a Log File The format is described on page 90 Log FlName Enter the Log File Name Fi Display software version F5 Set the values to default Default values are shown in the previous dialog Shiti 5C Exit the program CONT Store the current configuration and proceed to the dialog STATION DATA Leica TPS System 1000 Programs 2 3 len 89 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 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 can read the memory card on your PC and obtain a hard copy of the Log file E Data will always be appended to the specified Log file The Log file contains the following information Header The header line will contain the program
112. ay the next set Display the previous point Display the next point Exit the program Leica TPS System 1000 Programs 2 3 1en 139 Examples and used A typical example of a Hz measurement is shown in formulae 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 PtNr FaceI Face II Average Reduced Average r d b v r q v face I II average of d a set b 1 0 00 20 180 00 17 0 00 19 0 00 00 0 00 00 0 1 1 2 24 43 34 204 43 31 24 43 33 24 43 14 24 43 10 4 3 9 3 84 47 15 264 47 11 84 47 13 84 46 54 84 46 53 1 0 0 4 306 41 52 126 41 42 306 41 47 306 41 28 306 41 28 0 1 1 q E ryN 5 4 v 1 q 1 1 45 00 13 225 00 16 45 00 15 0 00 00 0 0 0 2 69 43 24 249 43 23 69 43 24 24 43 09 1 1 1 3 129 47 06 249 47 08 129 47 07 84 46 52 1 1 1 4 351 4145 171 41 44 351 41 45 306 41 30 2 2 4 q n N 0 4 xv 0 q 0 1 90 00 19 270 00 19 90 00 19 0 00 00 0 1 1 2 114 43 28 294 43 26 114 43 27 24 43 08 2 1 1 3 174 47 10 354 47 15 174 47 13 84 46 54 1 2 4 4 36 41 47 216 41 45 36 41 46 306 41 27 1 0 0 Yv 2 vz 23 mR
113. c Selected IN ue he Lowel eed Gr AKAA a hee IDA te s 29 0961 m a Dons OUT HELP NONE Jarn posi7 Fi F2 F3 F4 F5 F6 e e e e e e In this menu you can select the points which you require for the automatic measurement A selected point can be either activated or deactivated Several points with the same point number can be present When you have selected all the points you require press e DONE to quit the menu Display the next point in the file Quit the menu and goes to the main menu for the point selection page 336 Alternates between switching a point IN and OUT No point from the current file is to be selected All points from the current file are to be selected Position the instrument for the point selected 338 TPS System 1000 Programs 2 3 1en O Leica Timer selection MONIT 11 05 TIMER See PON Beg Date 18 07 97 O BEG Time g 16 00 00 End Date 30 08 97 End Time 00700200 pM Oh ES Shift e Fi F2 F3 F4 F5 F6 This menu decides when the measurement will be taken Enter the date and time for the beginning and end of the measurement An interval of at least one minute between measurements must be defined The number of repeats can be defined in the field Repetitions e Edit the preset values Leica TPS System 1000 Programs 2 3 1en 339 Point measurement Ch
114. ca Target Points This dialog is similar to the TPS System 1000 s basic MEASURE MODE dialog Once the measurement to the first and to the second point is taken the program will proceed to the dialog RESULTS LRES MEASURE POINT 1 200 BOLME ide E 12 Remark 1 BO o eee RSI IL fedem 8 IL SOO 158 Hz g 2 9 1 9 29 V DOU PN HOMILY Dises B SSS ALL DIST PREC TARGT _ SKedieaE qiti g 1541002 3m Easting 231 463 m Northing E 56 765 m Elevation 7225125259 ii mO A eS NN RN Fi F2 F3 F4 F5 F6 F1 Simultaneously measure and record data on the active recording device c F2 Measure a distance e Record the measurement on the active recording device F4 Enter target data as described in chapter Measure amp Record of SYSTEM user manual Shiti e Change the theodolite face oi Accept the measurement e 0DE Call up the CODE function input of a code block Leica TPS System 1000 Programs 2 3 1en 167 Calculation Shift e F1 F3 Shift e ESC e In this dialog the calculated station coordinates are shown with orientation LRES RESULTS lt L SQRS gt 14 03 a Stretton DOs 1 Easting 5 325609 ian Northing 5 0 569 m Elevation O23 im Orientation IE SSI Sha Ese
115. ceed with dialogue 2 TRAVERSE page 218 Shift F5 Changing the direction refer to dialogue MODIFY a AZIMUTH page 217 snin a Exit the program 216 TPS System 1000 Programs 2 3 len Leica COGO MODIFY AZIMUTH 14 03 MM Azimuth 3 ORC 9 V 0 9 O Multiply RM Ei Divide Eo m Add 0 0 0 9 9 V Subtract 91 9y 9 9 9 V Azimuth CORSA CORO RI jp rf emi I FREE a a Fi F2 F3 F4 F5 F6 Azimuth Display of entered Azimuth ref to TRAVERSE page 216 Multiply Entering multiplication factor Divide Entering division factor Add Entering angle for a correction to the right Subtract Entering angle for a correction to the left Azimuth Display of corrected Azimuth cont Accept displayed values and proceed to dialogue e TRAVERSE page 218 Leica TPS System 1000 Programs 2 3 1en 217 Defining horizontal distance COGO TRAVERSE 14 03 Distance to Traverse O Horiz DIL SIE 5 OC Offset ORO D uv SE mere MoDiF 00 m 00 m F1 F2 F3 F4 F5 F6 e Horiz Dist Entering horizontal distance Offset Entering parallel displacement Only active if YES is entered in the configuration during Offset Left negative parallel offset Right positive parallel offset F2 Determining the distance by me
116. cement of the zero point of the profile and the displacement taken from the transverse profile RP This value results from the displacement of the zero point of the profile and the displacement taken from the transverse profile the height displacement in the configuration O Leica TPS System 1000 Programs 2 3 1en 301 Instrument User Templ Meas File Program Start Horizontal Aln Vertical Aln Cross Sections Station Point No Chainage Design Staked Deltas Point No Chainage Design Staked Deltas Point No Chainage Design Staked Deltas Leica VIP RoadPlus V2 11 TCM1100 Serial 412784 not named User 1 FILEOI GSI 04 08 1995 at 10 23 ALNSPORT GSI PRFSPORT GSI CRSSPORT GSI 1 E 0 000m N 0 000m 55 150 000 Offset 0 000m E 79 269m N 19 917m E 1 057m N 2 578m dE 78 211m dN 17 339m 3 100 000 Offset 0 000m E 46 305m N 26 708m E 0 000m N 2 774m dE 46 305m dN 23 934m 5 100 785 Offset 0 000m E 46 688m N 27 392m E 0 000m N 2 774m dE 46 688m dN 24 619m ELV 0 000m hi 0 000m Hght Offset 0 000m ELV 400 501m ELV 0 107m dELV 400 394m Hght Offset 0 000m ELV 400 409m ELV 0 051m dELV 400 358m Hght Offset 0 000m ELV 400 365m ELV 0 051m dELV 400 314m Example of a log file for the program ROAD PLUS 302 TPS System 1000 Programs 2 3 len Leica File Editor Introduction
117. centerline Difference in height from the rag centerline profile F Select the cross section file A dialog box appears with e a list of all CRS GSI files available Move the cursor to the file needed and press G The SELECT ALN FILE display will return and the cursor will be highlighting the Cross section assignment file Leica TPS System 1000 Programs 2 3 1en 257 Cross Section Definition When defining the cross section both a cut and fill template can be created similar to the following diagrams Cross section Cut RPLUSOI Negative offset Positive offset Cross section Fill Negative offset Positive offset CL Centerline 258 TPS System 1000 Programs 2 3 len Leica Cross Section Assignment The cross section assignment file contains the following File elements Cross Section name Starting Chainage A cross section assigned in this manner will remain in effect until another cross section is defined When the file is created you designate the name of the template to use and the chainage to begin using the template The next template name entered also contains a starting chainage A third template can be assigned to begin at another chainage and so forth For example the file might contain the following information XSECI 0 XSEC2 100 XSEC3 300 XSECI 550 The program would interpret this to use the template XSECI beginning at chainage 0 and end at chainage 1 00
118. centerline From the edge of the driving surface fill slopes extend downward at a slope of 2 1 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 For the field work we recommend a flat open area about 25 m on a side The following pages contain illustrations and listings of all the data needed to run the example There are 3 easy steps to the example 1 Use the ROADDATA EXE program on your PC to enter the design information for the Hori zontal Alignment Vertical Alignment and Templates A special naming convention identifies the type of file that each alignment and template are stored in The first three letters in the file name tell ROADPLUS what is in the file and how to view it The GSI extension is also required Horizontal Alignment ALN GSI Vertical Alignment PRF GSI Templates CRS GSI In ROADDATA EXE enter the following example project data Let s call the project EXAMPLE and configure the units to m 3 decimal places Let s name the files ALN_EX1 GSI PRF_EX1 GSI and CRS_EX1 GSI Leica TPS System 1000 Programs 2 3 len 265 E 305 000 N 320 240 oor pane PI CHA 0 15 240 see 1 80 00 00 eu vine _ E 320 007 T 7 620 p ad Centet 77 O
119. ch is divisible by ChaingeIncr If there is a shortfall at the beginning of the alignment a warning is given once Before the beginning of the alignment the calculation is based on the tangent of the first element Calls the dialog CROSS SECTIONS Calls the dialog POINT COORDINATES in order to display the coordinates of the point to be set out From there calls the program STAKEOUT Leica TPS System 1000 Programs 2 3 1en 179 Cross sections Selecting points in the cross section For setting out points on the defined cross section can be selected Honte Shite 0 999999 um ROADLN CROSS aioe 14 03 EN 1R Chainage me 100 000 CxOSS Seco 8 TMPLOOOL ACL Offset 0 000 m Aer DIU 0 000 m 3 000 T lt _ lt _ centn gt gt __ d HGMEOLTGEE g 0 9 iam a eee F1 F2 F3 F4 F5 F6 e e e IR Numbering the profile points from the centre line outwards 1L 2L 3L etc for points to the left 1R 2R 3R etc for points to the right The centre of the cross sectional profile is numbered OC Points already set out are marked The display bar displays in graphical form the position of the point in the profile Chainage Chainage currently valid Cross Sect Name of the valid cross section A different profile can be searched for ACL Offset Horizontal distance from the centre of the profile to the current
120. cking for errors in the selected files 262 TPS System 1000 Programs 2 3 1en O Leica 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 In addition to checking for file errors geometrical components are checked This includes tangent directions of adjacent elements and chord lengths of elements Any deviations which exceed permitted tolerances are displayed such as in the following example ROAD CHECKING FILES 14 03 MAEM g ALN Deflection tolerance exceeded at chainage 1502 120 Difference in directions is 0 02 31 Override LJ NO O YES F1 F2 F3 us F5 F6 F3 Selecting the NO option to override will bring up another display that says Continue checking alignment no quotes If you choose NO the display will return to the SELECT ALN FILES menu If you choose YES the program will continue to check the other files If no other errors are found the program will go to the opening CHAINAGE amp OFFSET display
121. consists of 8 alphanumeric characters WIA42 Fixed name of the Hz alignment file May not be changed WI43 Fixed name of the main point method May not be changed Leica TPS System 1000 Programs 2 3 1en 193 The data block WI 11 STATION Chainage at the start of the element 8 digit number WITI GEOM ELE Geometrical element according to table page 190 STRAIGHT 000CURVE OOSPIRIN OSPIROUT 00000EOP WI72 RAD PARA Arc radius or A parameter for the spirals 8 digit number If WI 71 STRAIGHT 00000EOP then WI 72 00000NON Sign for curves to the right centre of circle to the right of the alignment for curves to the left centre of circle to the left of the alignment WI73 TEMPLATE Name number of the cross sectional profile for the geometrical element defined in WI 71 8 alphanumeric characters The following combinations are reserved and are not to be used 00000NON and LASTTMPL WISI E coordinate of the main point starting point start of curve end point according to table page 190 8 digit number WIS82 N coordinate of the main point starting point start of curve end point according to table page 190 8 digit number 194 TPS System 1000 Programs 2 3 1en O Leica Also The header is always at the beginning of the file The Hz alignment file must always contain at least two elements The units and decimal places used in the WIs 11 and 72 are in accordance w
122. cords in the active file and goes on to display the chainage and the offset relative to the centre line definition E F3 Measures the distance Stores the measurement in the active file and goes on to display the chainage and the offset of the point F2 CONT Measures the distance Does not store the measurement 2 Goes on to display the chainage and the offset relative to the centre line definition F4 Enters the target point data This function is described in chapter Measure amp Record of SYSTEM user manual rs For manually entering the coordinates of a point or for reading in the active coordinate file Displays the chainage and the offset of the point CORE Calls the code function Leica TPS System 1000 Programs 2 3 1en 185 Display of results Displayed are chainage offset and height offset in relation to the centre line Egi s SALE 0 000 m ChaingeIncr 100 000 ia ROADL CHAINAGE amp OFFSET PERIE Ct Chainage 23 456 mn Element Straight line Offset S 5 55 3 HghtOffset 0 254 CHECK en mcn xsec D Shift e mere L roe LO NNI En e F2 F3 F4 F5 Fb e Chainage Element Offset The chainage of the point measured is displayed The type of element on which the point measured is located The names of the elements are
123. d VIEW EDIT FILE 2 00 8 N i il Job Id pile gl OVALIGNM File Type g STACOORD EO Save INSRT ONM mee e gt ea _ Fi F2 F3 F4 F5 F6 e e e O Leica TPS System 1000 Programs 2 3 len 317 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 for the vertical alignment file File Type Display for the main point method Meaning of the function keys is similar to dialog page 312 INSERT RECORD 14 03 N 1 Insert Tangent 2 rasert Circular Cuave Sams Penelolle 4 Insert End Of Positioning a DESIRES Hic EIN RENE mg Fi F2 F3 F4 F5 F6 e e e e e e Insert Tangent Insert Circular Curve Insert Parabola see dialog page 319 Insert End Of Positioning The function Insert parabola is used as an example For the other functions refer to dialog page 319 TPS System 1000 Programs 2 3 1en O Leica es Call function Insert Parabola in menu INSERT RECORD page 318 FilEd VIEW EDIT FILE S 600 ANO kil I 27 3 Station ENNETIJ Eile ype Parabola Parameter 0 000 m Elevation 0 000 m EZHEEENCVUNMBGCHBUSSIEREE HELP Pj gt IDE SEARC Fi F2 F3 F4 F5 F6 e e e e
124. dex 341 TPS System 1000 Programs 2 3 1en O Leica 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 BN systems are therefore highly functional and classical survey tasks are simplified appreciably When delivered the instruments are already equipped for the following standard applications Orientation and height transfer Resection Tie distance Stakeout Free station survey Licence code required In addition the following applications are delivered on diskette Reference line building alignment Remote height Hidden points Computation of area Sets of angles Traverse Local resection Roadline File Editor Road Plus COGO Monitoring This list is extended continuously Find actual information in file README TXT on diskette The additional application programs can be loaded into the instrument but can only be run as a demonstration version in which certain functions are disabled Full functionality can be obtained with a licence code available from your Leica agency where you can also obtain information about the newest programs available in the ongoing applications software development Leica TPS System 1000 Programs 2 3 1en 11 fa Installation in the PC Hardware and software required project All installation programs
125. directly over the desired point or if the point cannot be seen from the instrument the function OFFS may be used to make an offset measurement Previous to the input of the values for eccentricity a distance must be measured to the reflector For more information please refer to section Measurement amp recording of System user manual 26 TPS System 1000 Programs 2 3 1en Leica rientation and Height Transfer Introduction This manual describes the Orientation and Height Transfer program of the TPS SYSTEM 1000 theodolite series 0 00 00 lou PROG Z01 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 For simultaneous determination of the station elevation height of instrument and height of reflector must already have been input and the elevation of the target points must be known The program handles a maximum of 10 points O Leica TPS System 1000 Programs 2 3 1en 27 Target Point Shift e F1 F2 F3 F4 CONT Shift e F2 Enter the target point number and height of the reflector ORINT TARGET POINT 14 03 Point no Refl Height 1 3
126. e CONT Posn Acc TP Two Faces User Disp Log File Log FIName 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 YES for dual face measurement NO for single face YES the measured value indication is used from application Measure and record NO the default indication is used for Orientation and Height Transfer ON records measurements in a Log File The format is described on page 37 Enter the Log File Name Displays date and version Set the values to default Default values are shown in dialog on page 35 Exit the program Store the current configuration and proceed to the dialog TARGET POINT 36 TPS System 1000 Programs 2 3 1en Leica Dual face Measurement n 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 Log file If Log File is setto ON the measurements and the results
127. e Choosing NONE the program will automatically proceed to the selected STAKEOUT METHOD and bypass the COARSE POSITIONING method after you selected a new stakeout point Stakeout M Select the method for STAKEOUT POLAR STAKEOUT see chapter Polar Stakeout ORTHOGONAL STAKE see chapter Orthogonal Stakeout AUXILIARY POINTS see chapter Stakeout with auxiliary points GRID COORDINATES see chapter Stakeout from Coordinate Differences 74 TPS System 1000 Programs 2 3 len Leica Plot Shift e 3D Stakeout ON for 3D stakeout OFF for 2D stakeout Position Select positioning method Motorized instruments only Off Automatic positioning off 2D Positioning of the horizontal drive 3D Positioning vertical and horizontal drive Hght Shift All heights are changed by this amount The value can be changed only when you are in this dialog A plot is generated of the stakeout situation with a list of the numeric values corresponding to the STAKEOUT METHOD Note below a typical plot is shown using the coordinate STAKEOUT METHOD src ctor EDEN S ABR 0 024 m AN PONI m O Leica TPS System 1000 Programs 2 3 1en 75 Configuration Shift F2 e e Shift e Start the Configuration Editor from the SEARCH POINT dialog STAKE CONFIGURATION 14 03 3D Stake ON
128. e 0 500 ENEEE TN NN 7 RR Shift e F2 F4 CONT e Lp i P d Fi F2 F3 F4 F5 F6 e e e e e l BasePoint The first base point that defines the base line 2 BasePoint The second base point that defines the base line Offset Establishes the displacement parallel to the base line Line Establishes the distance from the first reference point to the starting point of the new reference line Alpha Establishes the angle between the base line and the new reference line H Offset Displaces the base line parallel in height Define a new base line Accept parameters as displayed and proceed to the RESULT REF LINE dialog 98 TPS System 1000 Programs 2 3 1en O Leica Results Reference Line Shift e E The RESULTS REF LINE dialog displays the data of the measured point refering to the reference line as shown in dialog below REFLN RESLUTS REF LINE AROS Pon MERTON g 12 A Offset g 0020 m A Line 1 468 m AH 3 0 559 im APerp lngth 0 059 im ASpoar S ge c 3 020 m ALL DIST REC TAGT TEISA p 1035020 iin Bere aie a REESE ce Fi F2 F3 F4 F5 F6 Point No The point number of the stakeout point A Offset The delta value of line Offset in reference to the stakeout point ordinate A Line The delta value of Line in reference to the sta
129. e Set timer requirements see page 339 e Start point measurement see page 340 e Exit the Monitoring program Leica TPS System 1000 Programs 2 3 len 335 Selecting points The points to be measured are selected from this menu by storing the appropriate measurement file points already measured at the same station byentering the LEARNED file points yet to be determined MONITN Commins 4 03 POINT SELECTIO Tone Pes s 24 Select Pts 24 Abie Ii cheers YES ST D Shift 2 F3 F5 F6 merei a es ee a ee Fi F2 F3 F4 F5 F6 Q e e To learn points the LEARNED file must be used as a control file To use points from another file use LIST to switch to the file selection und w hlen die gew nschte Datei The point file must beinthe GSI directory on the PCMCIA card include the point numbers and the angle measurements The instrument itself must have been positioned With the Two Faces option you can alternate between one face and two face measurement If you choose the two face option every single measurement is stored on the PCMCIA card Calls the measurement menu for first time point measurement Calls the point selection Selects from the list of GSI files 336 TPS System 1000 Programs 2 3 1en O Leica Measurement menu MONIT
130. e and coordinates of starting point parameter A of spiral negative parameter spiral into left hand curve Compound curve defined by chainage and coordinates of starting point Radius of arc R1 R2 Endof project EOP chainage and coordinates of end point A L x R where L length of spiral R radius of curve 250 TPS System 1000 Programs 2 3 1en Leica 2 Permitted elements in V alignments Straight defined by chainage and height of starting point Curve defined by chainage and height of starting point radius of arc crest dip Parabola defined by chainage and height of starting point parameters of parabola 2 crest dip End of project EOP chainage and height of end point of gradient 3 Permitted elements in cross sections Chainage Offset Height difference relative to axis 2px H H9 S S S m H station and height of vertex O Leica TPS System 1000 Programs 2 3 1en 251 Creating Data Files 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 pro gram 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 sh
131. e 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 For a point the coordinates of which are known the deviation from the coordinates determined by measurement can be computed and displayed There is no adjustment of these differences in coordinates and direction Subsequently however the measurements stored on the PCMCIA can be processed with the assistance of an appropriate software program Individual stations can be calculated as sideshots SP The coordinates and directions of these points are also determined in the course of this program If the program is terminated e g to record a detail point the values remain stored The measurement procedure can be resumed after calling up the program again O Leica TPS System 1000 Programs 2 3 1en 147 Traverse Menu Traverse menu 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 TRAVERSE MENU 14g Os Occupy station Traverse point Sideshot point Close traverse New traverse End program FEE Sa eS ee GENES ENNESCOUHENENEN NENNEN EE EN F1 F2 F3 F4 F5 F6 e e PSO FO O1 pa e Start the CONFIGURATION 148 TPS System 1000 Programs 2 3 1en O Leica New tra
132. eference 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 Select between the Robust method and the Variati on method Display the residuals of individual measurements You can also disable points from the calculation of orientation or height as well as delete erroneous measured points SEEN MORE INFORMATION WEE AN 2 10 O TEE Oe isi Status ON BOLIC MOE IP atis 0 1 mrico ilag B NONE A Hz 0999 93 w A Distance 9 05 0 m Recre gt Meas pst wo JB A Height 0 020 sim Refl Height 15555 im Easting IOL AZT mi Northing L995 c LOZ m Elevation 402 466 m HELP d Fi F2 F3 F4 F5 F6 32 TPS System 1000 Programs 2 3 len Leica F1 F2 F3 F4 F5 Shift ESC 2 10 Use for Ht Status Point no Error Flag A Hz A Distance A Height Refl Ht Easting Northing Elevation Target coordinates used 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 this measurement for height determination YES NO Use this measurement for calculation ON OFF The target point number Identified
133. en Leica Local Resection Introduction This manual describes the LOCAL RESECTION program of the TPS SYSTEM 1000 theodolite series Pt2 Local PROG Z18 Two points are measured from any instrument station The first point measured forms the centre of a local coordinate system N20 E20 H 0 The second point measured determines the direction of the positive N axis The distance between the two points must be at least 50 mm The program can be used to deduce the three dimensio nal local coordinates for the instrument station and the orientation of the horizontal circle from measurements to 2 target points To compute the position coordinates at least 4 elements 2 distances and 2 directions are necessary For simultaneous determination of the local station elevation height of instrumentand height of reflector must already have been input The program allows measurement in single or dual face mode O Leica TPS System 1000 Programs 2 3 1en 165 Station Data Enter station point number and height of the instrument LRES STATION DATA 14203 StAELOM mo Station2 MSC eere g 12555 n SS lea es ee ee ee Lj BEES NN RR ERN F1 F2 F3 F4 F5 F6 e amp Proceed to the dialog MEASURE POINT 1 um Start the CONFIGURATION Shi C Quit program 166 TPS System 1000 Programs 2 3 1en Lei
134. en 201 The Header 41 400Job ID 42 TEMPLATE WI 41 Job ID Job identification consists of 8 alphanumeric characters WI42 Fixed name of the template file May not be changed The data block 11 TMPLNAME 35 10 DISTANCE 36 10 000HDIFF 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 WI35 DISTANCE Centre line offset of a transverse profile point 8 digit number WI36 HDIFF Height difference of a transverse profile point 8 digit number Also The header must always be at the start of a data file The file must contain at least one cross section Profile points belonging to the same cross section must always be together in a single data set The points need not be sorted within the data set The individual transverse profile data sets need not be sorted within the template file Foracross section file there is a limitation of 200 data blocks The maximum number of points in a cross section is 48 202 TPS System 1000 Programs 2 3 1en O Leica Recommendation If in general you prepare an empty template only the Zero point you can at any time choose this template in order to manually enter points or to call up axis points Call this template something like AXIS or EMPTY Check your data for errors typing errors signs etc before you load it into the me
135. ent WI72 Radius of the following geometric element or parabola parameter WI83 Elevation of the point 294 TPS System 1000 Programs 2 3 len O Leica 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 There is no limitation on the size of the V alignment file As a result as many data blocks as you like can be entered if a file is created on the PC using the DOS program ROADDATA EXE If a file is created edited using the program FILE EDITOR on the TPS1000 there is a limitation of 200 data blocks Example of a vertical alignment file 41 tOEXAMPLE 42 0VALIGNM 43 STACOORD 11 00000000 71 STRAIGHT 72 00000NON 83 10 00400000 11 00300000 71 0PARABOL 72 01142932 83 10 00422500 11 00500000 71 STRAIGHT 72 00000NON 83 10 00420000 11 00550000 71 0PARABOL 72 02091126 83 10 00415000 11 00850000 71 STRAIGHT 72 00000NON 83 10 00406522 11 01127904 7
136. ent case Start the ROADPLUS from the program menu Start the Configuration Editor from the SELECT ALN FILES dialog ENNIMECENGUUDISER IND mw Sage Caailnge s 0 000 O End Chainge aoe 2 10 Chainge Incr LO COO inn algae SALE 3 0 000 m Deficit WoL 2 09 99 2 9 Chainge Tol ORONO turo D per pops p rmi Fi F2 F3 F4 F5 F6 Enter the beginning and ending chainage the chainage increment and so forth Make all entries Returns to the SELECT ALN FILES display 280 TPS System 1000 Programs 2 3 len Leica Select Alignment Files ROAD SELECT ALN FILES 03 Aa Horiz Alm ALN_EX1 Vv Vente PAINE e PRF_EX1 yw Cross Seles CRS_EXI y CES ASSLGM 8 STA EX1 yw SE EO f 8 EON EX1 w Log FlName ROADPLUS LOG pa ceci irl FAM Lo CONF F1 F2 F3 F4 E5 F6 F6 Select the alignment files Place the cursor on each file type press y 5 and pick the file from the displayed list Select the files The CHAINAGE amp OFFSET options are displayed en A horizontal file must be selected O Leica TPS System 1000 Programs 2 3 len 281 Set offset value and select point to stakeout ROAD CHAINAGE amp OFFSET 14 02 emet Chainage 0 000 O Element z POB Offset d 0 000 m Heie Ours eeu 8 0 090 im O BIEN cx fe cu fxsec Fi F2 F3 FA
137. ert the necessary data b entering the data by hand into the Leica ROADDATA EXE program The program offers a convenient way of entering the values by offering suitable menu controls The program reformats the data into the structure required Once the three setting out data files are ready all you need to do is to transfer the data into the memory card using a suitable transfer program Using the ROADDATA EXE program Copy the program from the diskette to your hard disk using the DOS command COPY and from there into e g disk drive CX Start the program with the command C roaddata Follow the menu directives An integrated Help function gives you support particularly when you are using the keyboard commands 204 TPS System 1000 Programs 2 3 1en O Leica C060 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 The Inverse routine computes the direction and distance between two points The Traverse routine computes a new coordinate point given a direction and distance from a known point Polar plotting The Intersections routine computes Bearing Bearing intersections Bearing Distance intersections or Distance Distance intersections The function Offsets consists of the following subfunctions Distance point straight line Calculates the difference i
138. fferent methods of the orientations are available 1 Confirm the orientation already set in the system No measurements are performed SYS 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 3 Manual input of the azimut to one tie point A measurement to the tie point is required AZI See page 152 If the orientation was determined with the ORIENTATION program for example TRAV DEFINE BACKSIGHT PT PREIE AE O REC GCEYALeS 8 Memory card Search in BEEE Dosen A occ MN 2 INPUT AZT syS SEARCLonum perei ma es ee ee F1 F2 F3 F4 F5 F6 e e Manual entry of coordinates for tie points The standard input dialog of TPS 1000 is used Continue with the MEAS dialog Select the MEAS dialog and enter the azimuth Confirms the present orientation Continues with the dialog TRAVERSE MENU Search coordinates in the active file Exit the program 150 TPS System 1000 Programs 2 3 1en Leica Shift e F1 Ej F3 E CONT e F4 Shift 2 F4 CONT e CODE e 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 t
139. 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 Horizontal The elevation is computed horizontally to the catch point Previous Element The elevation is computed on an extension of the grade of the previous element Interpolated The elevation is interpolated to intersect the design slope of the cross section The following illustration shows the three vertical options for stake offset Stake Offset o S 5 D 2 S 9 oO 1 Horizontal 2 Previous Element 3 Interpolated 272 TPS System 1000 Programs 2 3 1en O Leica CONT e Stakeout and Record point Shift e The most common method used is the HORIZON TAL method To select this method move the cursor to S Offset Ht and press to display the three options Move the cursor to HORIZONTAL and press lt lt This setting will remain as the current method until a different method is chosen Therefore it is not necessary to go through the procedure every time Accepts and stores parameters set Continues to display POINT COORDS The POINT COORDS dialog displays the current chainage location of the offset point to be staked The display also shows the value for the prism pole Refl Height and the Easting and Northing coordinates of the off
140. fined in MEASURE amp RECORD Set NO use the default display of the program HIDDEN POINT 112 TPS System 1000 Programs 2 3 len Leica F1 F5 CONT e Meas Tol Add const No of Refl Auto pos Rod Length Space R1 R2 Space R1 R3 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 Move the input cursor to this line then toggle to either 2 or 3 On the program will automatically point the telescope of a motorized theodolite at the third reflector once the first two reflectors have been measured The exact pointing must be made manually Total length of hidden point rod Spacing between the centers of reflector R1 and reflector R2 Spacing between the centers of reflector R1 and reflector R3 Enter only for rods with three reflectors Reflector 3 must be situated between reflector 1 and 2 Displays date and version of the running application Set values to default Default values are displayed on page 112 Accept the current configuration and proceed to MEASURE R
141. ge on the instrument see section Configuration of System user manual Le The English system texts are part of the system software and can be neither loaded nor erased O Leica TPS System 1000 Programs 2 3 len 19 Loading application Select the command Transfer files in the Utilities programs 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 Transfer Component Type Directories O System Software i software tps1000 V_2_20 Cancel System Language P iA Application Program E software Settings P tps1000 EDM ATR Firmware f v 220 Help Language Enans e Components TPS Application Area V2 20 TPS Application COGO V2 20 TPS Application FreeSt_Ori_Res V2 20 TPS Application HiddenPoint V2 20 TPS Application LocalRes V2 20 TPS Application RefLine V2 20 Le It is absolutely necessary that the program files prg are be in the same directory as the language files LSS and the Prtxt220 LSS file 20 TPS System 1000 Programs 2 3 len O Leica Licence code Solving problems When an additional application is first started up a licence code is requested so that the application will
142. ght Transfer program TPS System 1000 Programs 2 3 1en O Leica Resection Introduction This manual describes the Resection program of the TPS SYSTEM 1000 theodolite series 0 00 00 PROG_Z02 The program can be used to deduce the three dimensio nal coordinates for the instrument station and the orientation of the horizontal circle from measurements to 2 target points with know Easting and Northing To compute the position coordinates at least the distances and the directions for both points are necessary For simultaneous determination of the station elevation height of instrument and height of reflector must already have been input and the elevation of the target points must be known The program allows measurement in single or dual face mode Leica TPS System 1000 Programs 2 3 len 39 Station Data Enter station point number and height of the instrument RESEC STATION DATA EZ NN S Station ino Lases BULGE g 1 5955 iim L 01 j j oNuM fj HENGECSCSHEEENENNE NENNEN EN ENEENI F1 F2 F3 F4 F5 F6 e e e e ONT Proceed to the dialog Target Point F2 Start the Configuration 40 TPS System 1000 Programs 2 3 1en O Leica Target Point Enter the target point number and height of the reflector RESECN TARGET POINT 14 03 M Point no 00 m Refl Height sles _ Eee a NENN
143. hange stakeout method For more information refer to chapter Select Stakeout Method Generate a plot of the stakeout data For more information to chapter Plot Exit the program Leica TPS System 1000 Programs 2 3 1en 61 Orthogonal Shift e Setting out values are computed as orthogonal coordinates to the baseline between instrument station and prism If the elevation is also known AH is given in relation to the last prism point measured Note data will be displayed if there is at least one point measured Ptl H N point to be staked PROG_Z06 STAKE ORTHOGONAL STAKE 14 03 ay Tange CENO CURB D Azimuth 90 9 1L Q2 Y Hz Ney Sha S AL 4 105 m AQ 1250 m AHeight 0 340 ss ST HELP METHD PLOT TT F1 F2 F3 F4 F5 F6 e e e Target no Number of the point to be staked Azimuth Azimuth from the station to the point to be staked 62 TPS System 1000 Programs 2 3 1en Leica 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 AL and AQ in relation to the baseline last stakeout point instrument station AL In line distance AL is positive for points further than the last prism position measured AQ Distance perpendicular to the baseline AQ is positive for points on the
144. have been stored in the active measurement data file WI 11 Station Point Number WISI Easting coordinate WI 82 Northing coordinate WI 83 Elevation optional If Point no has not be entered the button is not occupied 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 Return to INTERSECTIONS Exit the program 236 TPS System 1000 Programs 2 3 1en Leica Offsets K Call up the function in the COGO MENU COGO OFFSETS 14 03 Distance Offset 0 Oo SEE Point loy JDisit QOitiset T End Offsets 2 O hm is eae ae yi M Fi F2 F3 F4 F5 F6 Leica TPS System 1000 Programs 2 3 len 237 Distance Offset H N Base point 2 COGO 05 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 Jateral point 3 Y X Station coordinates and orientation need to have been set correctly before the coordinates of point lresp 2 and or point 3 can be determined by measurement Explanation of the polarity rule of L and Q During entering the polarity is based on the straight line 1 gt 2 Q Parallel displacement to the right Q Parallel displacement to
145. he Robust method and the Variati on method Exit the program TPS System 1000 Programs 2 3 len Leica 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 FREST MEHR a 14 03 9 10 U Use for Ht PERSA ON 2oLME 9 L UZ Birom lec NONE A Hz 9 9g 9 3 A Distance B 0 050 m RECLC lt gt Meras DEL NO A Height 0 020 m Refl Height Le il Easting P ION AZT ia Northing 1995 L62 am Elevation 402 466 m Shift Herec a e ERR EE 127 F2 Is F4 F5 F6 e 9 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 Possible values are NONE measurement is OK HZ horizontal angle error DIST distance error HT height difference error The flags may also be combined i e DIST HZ Leica TPS System 1000 Programs 2 3 len 85 F1 F2 F3 F4 F5 Shift e ESC e A Hz Difference between calculated and measured Hz
146. he position coordinates at least three elements 2 directions and 1 distance are necessary Leica TPS System 1000 Programs 2 3 len 79 Station Data Shift e CONT Shift e F4 F6 Enter station point number and height of the instrument EREST STATION o S Stacion MO 8 Inst Height 155595 m L 01 j oNuM fj Target Point Shift e F1 mere conr D D F1 F2 F3 F4 F5 F6 e e Proceed to define the target points Start the CONFIGURATION Alpha numerical numerical input Enter the target point number and height of the reflector FREST TARGET POINT 14 03 ay Station no Refl Height 1 555 mi canc nisr HELP n Fi F2 F3 F4 F5 F6 e e e e e Run the calculation Note the e key will be assigned after sufficient measurements were taken to calculate a position 80 TPS System 1000 Programs 2 3 1en O Leica F2 F3 F4 CONT e F6 Point List Shift e CONT v 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 Displays the next point in the
147. he settings in the configuration TRAV NEW TRAVERSE 14 30 3 b Measure Backsight Point Eoi AO 500 Refl Height 1 300 Hz DASTLOY ZO V 90 9 3 9 5p Uo Sloe Dist lj c Sm LALL DIST REC Be mmm Gliese 8 0 m Easting MM II Oulu m Northing S20 Se m elevation c er EUIS m aere EN RR SS RENE F1 F2 F3 F4 F5 F6 Simultaneously measure and record data on the active recording device Measure a distance and record data on the active recording device Measure a distance without recording Enter target data as described in chapter Measure amp Record of SYSTEM user manual Change the theodolite face Proceed to the dialog TRAVERSE MENU Call up the CODE function Distance measurement is optional Leica TPS System 1000 Programs 2 3 len 151 Shift e F1 F2 F3 F2 CONT F4 Shift F4 2 CODE 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 TRAV NEW TRAVERSE LA OS b Measure Backsight Ponit O BS azimuth MEE POMC 199 s 500 Refl Height 1 300 n d Zia eb v 9v 99 1
148. hift e F1 e F3 CONT F5 e or e Shift ESC e e Call up the function in the COGO MENU dialog COGO INVERSE FROM 14 03 Rec device Memory Card Search in FILEO1 GSI yw Point Code a A TA me T L L L Fi F2 F3 F4 F5 F6 e e e e e Manual entering of the first second point of the straight line The standard TPS 1000 input dialog box appears Measuring the first second point of the straight line This function is described in chapter Measure amp Record Measurement dialogue of the System user manual Search for the coordinates of the first second point in the coordinate file This function is described in chapter Setups Import function of the System user manual Exit the program 210 TPS System 1000 Programs 2 3 1en O Leica The following dialog box shows the result of the polar calculation from both the given points COGO INVERSE RESULTS 14 03 AM 1010 From B To 1020 Southwest Qos T ASN owk sl DLE S S 33 23 7 im D LER ERICH ERI RENE ERES 7 FI F2 F3 F4 F5 F6 From Display of point number of the first point To Display of point number of the second point Southwest Display of magnetic bearing If Azimuth is selected in the configuration during Direc Type then the azimuth will be displayed between both the po
149. ic bearing If Azimuth is selected in the configuration during Direc Type then the azimuth of the straight line can be entered Offset Entering parallel displacement Only active if YES is entered in the configuration during Offset Left negative parallel offset Right positive parallel offset F2 Determining the direction by means of the function Polar calculation refer to chapter Inverse Leica TPS System 1000 Programs 2 3 len 229 F5 INPUT Enter bearing mangnetic bearing e resp azimuth if Azimuth is selected in the configuration during Direc Type RCALL Call up of a direction which has been previously stored using the function Polar calculation Accept displayed values Shiti Fs Changing the direction as dialog box MODIFY BEARING page 215 resp MODIFY AZIMUTH page 217 a Ea Exit the program 230 TPS System 1000 Programs 2 3 1en Leica Shift 2 F2 F5 CONT e Shift 2 F5 Shift v ESC Enter distance from point COGO BEARING DISTANCE 14 03 ay Distance from point z one abo DSa 8 0 000 m A SES Hn OOOO See Fi F2 F3 F4 F5 Fb Q e Q Horiz Dist Entering radius Determining the radius by means of the function Polar calculation refer to chapter Inverse INPUT Entering radiu
150. ift e F5 Shift ESC e e CODE Shift e CONT Simultaneously measure and record data on the active recording device Measure a distance and record data on the active recording device Measure a distance without recording Enter the target data For further information refer to chapter Measure amp Record of SYSTEM user manual Import target coordinates For further information please refer to chapter Setup of SYSTEM user manual Press 3 Pt to switch to the 3 Point Arc method Call up the CODE function as described in chapter Measure amp Record of SYSTEM user manual Exit the program For arcs to the left enter the radius negative and for arcs to the right enter the radius positive AREA 2 PUNKTE ESSERE 12 00 MEN Gees ue 12 End Pt 70 Radius ee ee rr SSS SS ei a n F1 F2 F3 F4 F5 F6 e e e Accept the input Continue with dialog MEASURE POINT pagel16 122 TPS System 1000 Programs 2 3 len Leica Calculation Displays number of segments computed area and length of perimeter NOs Sess 10 Area 892 Sie me Hectares 0 089 Perimeter 299563 iin Eus store Pror EGEEMY RESULTS 14 03 AM z ee Fi F2 F3 F4 F5 F6 No Segs Number of segments used Area Computed area in
151. ignment are grouped in accordance with the three components of an alignment The file names must comply with certain rules 1 Hz alignment You can insert a permitted character for a DOS file name in place of a j Permitted elements in the Hz alignment Straight defined by chainage and coordinates of tarting point Curve defined by chainage and coordinates of starting point Radius of arc left hand curve right hand curve Spiral defined by chainage and coordinates of starting point parameter A of spiral negative parameter spiral into left hand curve End of project EOP chainage and coordinates of end point A zLxR where L length of spiral R radius of curve 172 TPS System 1000 Programs 2 3 1en O Leica 2 Permitted elements in V alignments Straight defined by chainage and height of starting point Curve defined by chainage and height of starting point radius of arc crest dip e Parabola defined by chainage and height of starting point parameters of parabola crest dip End of project EOP chainage and height of end point of gradient 3 Permitted elements in cross sections e Chainage e Offset e Height difference relative to axis To enter the data you can use a PC and the program ROADDATA EXE supplied or you can use the pro gram FILE EDITOR on the TPS 1000 RO 2px H Hy S S S H station and height of vertex O Leica TPS S
152. ilding alignment Hidden points HDNPTVVV PR HDNPTVVV LEN etc 663213 Remote height REMHTVVV PR REMHTVVV LEN etc 663200 Traverse TRAV_VVV PRG TRAV VVV LEN etc 663197 Computation of area AREA VVV PRG AREA VVV LEN etc 663196 Sets of angles SETS VVV PRG SETS VVV LEN etc 663199 Local Resection LRES_VVV PRG LRES VVV LEN etc 663267 Road Line ROADLVVV PR ROADLVV V LEN etc 663216 File Editor FILEDVVV PRG FILEDVVV LEN etc 663217 Road Plus RPLUSVVV PRG RPLUSVVV LEN etc 663218 COGO COGO VVV PRG COGO VVV LEN etc 664401 Monitoring MONIT222 PRG MONIT222 LEN etc 664411 16 TPS System 1000 Programs 2 3 len Leica 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 COMI or COM on the 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 The baud rate for the TPS1000 instrument is set automatically TPS 1000 Settings X Baudrate 4800 Help 9600 19200 Leica TPS System 1000 Programs 2 3 len 17 Switch the instrument off Select the
153. in the Log File according to the format described on page 57 Enter the Log File Name Leica TPS System 1000 Programs 2 3 len 55 Shift e F4 CONT I Dual face Measurement Displays date and version of the running application Set the values to default Default values are displayed in dialog on page 55 Exit the program Store the current configuration and proceed to the dialog MEASURE MODE 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 56 TPS System 1000 Programs 2 3 1en Leica 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 can read the memory card on your PC and obtain a hard copy of the Log file te Data will always be appended to the specified Log file The Log file contains the following information Header The header line will contain the program used information about the ins
154. inates of point 1 and or 2 can be determined by measurement O Leica TPS System 1000 Programs 2 3 len 227 Call up the function from the menu INTERSECTIONS COGO BEARING FROM 14 03 am Rec device Memory Card Search in FILEO1 GSI yw Point Code TC B F1 F2 F3 F4 F5 F6 e e e Fi Manual entering of the first point or circle centre point The standard TPS 1000 input dialog box appears F3 Measuring the first point or circle centre point This function is described in chapter Measure amp Record Measurement dialogue of the System user manual CONT S E F5 Search for the coordinates of the first point or circle e centre point in the coordinate file This function is described in chapter Setups Import function of the System user manual P Exit the program 228 TPS System 1000 Programs 2 3 1en O Leica If Bearing is selected in the configuration during Direc Type then the following dialog box appears COCONESEESIC SENOS 14 03 AN Direction from bearing point O Quadrant iii NorthEast g 9 9 99 99 Offset 0 000 m _ MEBPSUEMEENENENNNESVUIEDUN 7 oe NN Fi F2 F3 F4 F5 F6 e Quadrant Enter quadrant 1 Northeast 2 Southeast 3 Southwest 4 Northwest NorthEast Enter magnet
155. ints Horiz Dist Display of horizontal distance between the points E Return to COGO MENU Shit ESC i Z S Exit the program O Leica TPS System 1000 Programs 2 3 1en 211 Traverse Computes a new point given a direction and distance from a known point H N Azimuth Magnetic bearing COGO 0I Ory ZO n KA Ce Search point 2 to be accetped Y X Given point 1 Y X Direction magnetic bearing or azimuth Horizontal distance Le Station coordinates and orientation need to have been set correctly before the coordinates of point 1 can be determined by measurement 212 TPS System 1000 Programs 2 3 1en O Leica Shift e F1 F3 CONT or PL 2 Shift e ESC Call up the function from the COGO MENU COGO TRAVERSE FROM 14 03 AM Rec device Memory Card Search in Ese By OMG Sia sy PoOime Code s wur Meas SEARC oNUM_ EE T SY a Fi F2 F3 F4 F5 F6 e e e Manual entering of the first point The standard TPS 1000 input dialog box appears Measuring the first point This function is described in chapter Measure amp Record Measurement dialogue of the System user manual Search for the coordinates of the first point in the coordinate file This function is described in chapter Setups Im
156. iple chainage The units for chainage are defined in WI 42 in the file header For a cross section assignment file there is a limitation of 100 data blocks 298 TPS System 1000 Programs 2 3 len Leica Example 410001 000asker 110002 0000NORM 110003 0000NORM 110004 00000568 110005 000568 1 t 110006 000585 1 00585100 10007 000585 2 00585200 42 10 ASSIGNMT 43 CRSASKER 4 10008 0000NORM 71 00611000 7 7 7 7 7 7 7 00382000 00552000 00568000 00568100 110009 0000NORM 00775000 110010 00000811 00811000 110011 000826 9 00826900 110012 00000827 00827000 110013 00000827 00844000 110014 000826 9 00844100 10015 00000860 00860000 Leica TPS System 1000 Programs 2 3 len 299 Station Equations Elements supported forward along Element Definition Station equation The number or identifier of the number station equation Chainage ahead The chainage to be applied going the alignment Chainage back The chainage to be applied going backward along the alignment Header of the Station Equation file 41 0090B ID 42 0STAEQTN WI41 Job identification Max 8 ASCII characters user definable WI42 Station Equation file identification May not be changed by user A data block for a station equation is structured as follows 41 00000001 42 0
157. isplay returns showing the next point on the cross section to stake x ROAD CROSS SECTIONS 14 03 MEM 1R 5 Chainage p 0 000 Template st 010 OhtesUkter uta ACL Offset 1 5900 im ANCL ligne WSLIEIE 05030 um Seales Cities 0 600 A em TSAA F1 F2 F3 F4 F5 F6 e e e For this example the last point staked was the 0 600 m offset point for the right side When the CROSS SECTIONS display appears the ACL Offset changes to the next point on the cross section The next point to stake is the 0 600 m offset for the right side at the next station Exits from the CROSS SECTIONS display and returns to the CHAINAGE amp OFFSET 276 TPS System 1000 Programs 2 3 1en O Leica ROAD _CHAINAGE amp OFFSET FERIER Chainage 0 000 Element POB Offset OOOO im Sigymue Cuvier 3 0 000 m CHECK CR gt lt CH xsec_ _ Sh a Fi F2 F3 F4 F5 F6 F2 Moves to the next chainage you also may enter a chainage The chainage and offset display will change to reflect the new chainage location F Brings up the CROSS SECTIONS display ROAD CROSS SECTIONS 14 03 ay 1R D Chainage E 22 5 5 0 0 0 Template 000tutor ACL Offset i SOC ANCA Tew Dae g O QSO Stake Offs 0 600 CATGH enm gt _ Fi F2 F3 F4 F5 F6 e e e e m m In our example
158. ith the definitions in WIs 81 and 82 The chainage is produced from the sum of the element lengths A cross sectional profile may be assigned more than once Geometrical elements can be combined freely for example as Transition curve straight spiral arc Vertex spiral straight spiral into curve spiral out of curve straight Unusual applications are also possible Breakpoint straight straight Right angle straight straight or straight 90 arc straight There is no limitation on the size of the Hz alignment file As a result as many data blocks as required can be entered if a file is created on the PC using the DOS program ROADDATA EXE If a file is created edited using the program FILE EDITOR on the TPS1000 there is a limitation of 200 data blocks e Check your data for errors typing errors signs etc RO before you load it into the memory card The program supports the user during the setting out by controlling the length of curves It compares the length of the element from the chainage WI 11 with the calculated main point values thus enabling input errors in the chainage or in the coordinates to be detected However the signs of arcs and of spirals are not checked see example below Leica TPS System 1000 Programs 2 3 1en 195 R PROG_Z21 1 If the wrong sign R is used the arc is mirrored between the main points 2 and 3 Example S line with a straigh
159. ius is positive The same cross section Template may be assigned to more than one location An alignment file must contain at least two elements There is no limitation on the size of the Hz alignment file As a result as many data blocks as you like can be entered if a file is created on the PC using the DOS program ROADDATA EXE If a file is created edited using the program FILE EDITOR on the TPS1000 there is a limitation of 200 data blocks 292 TPS System 1000 Programs 2 3 1en O Leica Example of a Horizontal Alignment 41 O0EXAMPLE 42 HZALIGNM 43 STACOORD 11 00000000 71 STRAIGHT 72 00000NON 73 QP000125 81 10 06000000 82 10 02000000 11 400198832 71 00SPIRIN 72 00122474 73 QP000123 81 10 06068005 82 10 02186841 11 00348832 71 000CURVE 72 00100000 73 QP000123 81 10 06150344 82 10 02307751 11 4 00450725 71 0SPIROUT 72 00100000 73 QP000123 81 10 06247816 82 10 02304071 11 4 00550725 71 STRAIGHT 72 00000NON 73 QP000125 81 10 06310759 82 10 02227794 Tir 00714138 71 00SPIRIN 72 00054772 73 QP000124 81 10 06392465 82 10 02086275 11 00789138 71 000CURVE 72 00040000 73 QP000124 81 10 06445859 82 10 02037807 11 00824376 71 0SPIROUT 72 00044721 73 QP000124 81 10 06478120 82 10 02048886 11 00874376 71 STRAIGHT 72 0
160. ject End Chainge Enter the ending chainage for the project Chainge Incr Enter the chainage interval to be used Hght Shift Enter a vertical shift value if needed The value entered will be applied to the whole alignment Deflct Tol Enter an angle tolerance for deflection angles Make this a small value but not 0 Chainge Tol Enter a value for chainage tolerance This value will determine how close the point will be to a 0 location 3D Stake Use the key to toggle between OFF or ON For cut fill capability this should be set to ON 254 TPS System 1000 Programs 2 3 len Leica Crs Intrpl The abbreviation means Cross Section Interpolation When this is set to ON cross sections will be interpolated both along and between cross sections The interpolation between cross sections makes superelevation and widening possible Le If cross section interpolation is enabled all cross sections must have the same number of points Use the 5 key to toggle between OFF and ON Crs Movemnt This function controls the movement along the cross section Press amp to display the movement options There are three choices LEFT to RIGHT RIGHT to LEFT and NONE The direction chosen is for display purposes only The rodperson can go in any direction desired along the cross section Hinge Mode Normal The points farest away from the axis are used for ca
161. keout point abscissa AH Height difference between the stakeout point as measured and the height reference point APerp Ingth Length of perpendicular ASpat dist Spatial distance Elevation Height of target point If AOffset is brought to 0 by turning the instrument a distance measurement must always be carried out for control purpose O Leica TPS System 1000 Programs 2 3 1en 99 F2 F3 F4 Shift ESC e e CONT CODE Simultaneously execute distance measurement and record the measurement Measure a distance Record the measurement in the database Depending on the setting in the Configuration dialog a measurement block containing delta values is recorded WI 11 Point Number of target WI35 AOffset WI 37 AH WI 39 ALine or WI 11 Point Number of target WI35 AOffset WI 37 APerpendicular WI 39 ASpatial distance Depending on the setting in the Configuration dialog a record is written in the log file When finished the program will proceed the DEFINE REF LINE dialog Enter target data as described in the Measure amp Record of the System Manual Exit the program Proceed with dialog DEFINE REF LINE Call up the CODE function as described in chapter Measure amp Record of SYSTEM user manual 100 TPS System 1000 Programs 2 3 1en O Leica Configuration Configuration Editor
162. kets in ft feet Units of angle x in oim 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 In this dialog the user can match program specific parameters to changes in requirements and sequences The various possibilities are described in the instructions for the individual programs Settings To avoid temporarily stored information being lost when the TPS1000 automatically switches off after long periods of disuse you should set the sleep mode instead of the automatic switchoff For more information please refer to section Fixed keys Power off Sleep of System user manual Each application takes over the settings units recording format display format etc allocated to the appropriate user O Leica TPS System 1000 Programs 2 3 1en 23 Data exchange If required these user settings must be defined in advance For more information please refer to section User configuration of System user manual 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 wi
163. l Xv 0 23 7YON DG D Y4 DG D 2 Il It E an 140 TPS System 1000 Programs 2 3 len O Leica 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 PtNr Face I Face II Average face Average d v d a v I II a 1 87 13 58 272 46 24 87 13 47 87 13 46 1 1 2 88 42 12 271 18 18 88 41 57 88 41 55 2 4 3 89 44 22 270 16 00 89 44 11 89 44 11 0 0 4 91 06 47 268 53 38 91 06 34 91 06 33 1 1 1 87 14 01 272 46 22 87 14 49 3 9 2 88 42 09 271 18 20 88 41 54 1 1 3 89 44 27 270 16 00 89 44 13 2 4 4 91 06 47 268 53 40 91 06 33 0 0 1 87 14 01 272 46 34 87 13 43 3 9 2 88 42 09 271 18 20 88 41 54 1 1 3 89 44 23 270 16 04 89 44 09 2 4 91 06 49 268 53 42 91 06 33 0 x V 2 Ev 34 Xv 34 mE N s 1 4 3 mM HR 22 eB Leica TPS System 1000 Programs 2 3 len 141 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
164. lculation 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 Exceptions may exist in which case the standard deviation should be seen as an approximation to be used as a field control The correct standard deviations a posteriori can be calculated using the recorded data and a suitable computation method SETS HZ SET RESULTS 14 03 AM ES JESUS 4 Sie AGES 3 2 mR 8 9 9 199 V 2 4 mM OOO 3 7 EEEEEENES CHEESE NN HELP di ld Fi F2 F3 F4 F5 F6 e e e e Pts Active Number of observed points used in the calculation Sets Active Number of observed sets used in the calculation mR Standard deviation of one observed horizontal or vertical direction mM Standard deviation of an average direction from all sets O Leica TPS System 1000 Programs 2 3 1en 135 Results of sets of angles are recorded in the activ file for measurements For details see dialog FORMATS AND MORE INFORMATION F5 Show the results of individual measurements on the screen For details see dialog MORE INFORMATI ON Shift ESC e e Exit the program Formats and Data Recording The following format is used to record results in the activ file for measurements N
165. lculation of the slope piercing point Not from End Pts The points farest away from the axis are not used for calculation of the slope piercing point i e the slope piercing point is already available in the cross section definition catch point between digital ground pattern and cross section O Leica TPS System 1000 Programs 2 3 1en 255 F1 F5 CONT Select Alignment Files Shift Log file 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 5 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 Displays date and version of the program Sets standard values The values are displayed in dialog on page 253 Accepts and stores parameters displayed Continues to display SELECT ALN FILES To proceed further you must select a horizontal alignment file The other files are optional and are dependent on what you are staking For instance if you are only staking the shape of the road for clearing purposes then it would not be necessary to have a vertical alignment template cross section assignment or station equation file If your application requires these other files then you will need to select them All alignment files must be stored in the memo
166. le File Name Input of file name max 5 char see chapter Introduction No Decimals Selection of number of decimals Insert new Header see dialog page 312 Leica TPS System 1000 Programs 2 3 len 311 Shift e F3 F4 Shift F2 2 Shift F3 Shift F5 2 riled view EDIT FILE 602 AEN EE 1077 1 Job Id File Id f HZALIGNM File Type STACOORD p ave inser ono mere lt gt sEARCI Fi F2 F3 F4 F5 F6 e e e e 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 horizontal alignment file File Type Display for the main point method Save file Insert new data set Goto start of file Goto end of file Point search 312 TPS System 1000 Programs 2 3 1en O Leica m 1 Insert Tangent Og ZnSe eC sie us am eV 3 Timer Spiel Jm Aserti Spikea I OUE 3 MEST eue 6 Jose Curve Our 7 rasert Hao OE POSLELOMLKAG HELP i es Fi F2 F3 F4 F5 F6 e e e Q e Insert Tangent e Insert Circular Curve e Insert Spiral In e Insert Spiral Out e Insert Curve In see dialog page 314 e Insert Curve Out
167. list of points you entered Note that this key will not be available until there is at least one point in the list Retrieve the coordinates of the target point from the active file For further information please refer to dialog IMPORT described in the SYSTEM user manual Alpha numerical numerical input Enter a maximum of 10 points The same point can be retrieved several times The same point number can be used several times without new input a FREST POINT LIST 14 03 MM Poi d Pau 2 J Point 3 TARO3 Point 4 TARO4 Poin 5 TARO5 Point 6 TARO6 pp ipe e Poiimi 7 TARO7 Point 8 TAROS Point 9 TARO9 Point10 TAR10 i ERES TENERE EEE REESE EEENEJ Fi F2 F3 F4 F5 F6 Return to the dialog Target Point O Leica TPS System 1000 Programs 2 3 len 81 Measure Mode Shift e F1 F2 F3 F4 Shift e F4 CODE Shift ESC e CONT e 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 A Hz and AV values are displayed for further entered target points Motorized theodolites will automatically drive the telescope t
168. lity The mean value of the measurements and the respective standard deviation is displayed ERNA tardes MEAS 121803 JEN P gubsE we e 500 Hos ur Mc cs 1 OHZ O OO SOY oV OOO 2 27 Sikojoe Diisi a 0 001 m OHZ 415 040 24 ev LOS GS A S UU Slope Dist B 125 sm 17 a a a NN ERE ERREENE Fi F2 F3 F4 F5 F6 Leica TPS System 1000 Programs 2 3 len 161 Point no The target point number No of Meas Counter of the measurements oHz Standard deviation of the horizontal direction for a single measurement eV Standard deviation of the vertical angle for a single measurement OSlope Dist Standard deviation of the slope distance for a single measurement OHz Mean value of the HZ measurements ov Mean value of the HZ measurements OSlope Dist Mean value of the slope distances e Further measurements F2 Delete all measurements of the current point and start again F3 Record the mean value of the measurements on the active recording device Return to the TRAVERSE MENU dialog F4 Enter target data as described in chapter Measure amp Record of SYSTEM user manual F5 Accept the mean values and return to the TRAVERSE e MENU 162 TPS System 1000 Programs 2 3 1en Leica 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
169. ll 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 Meaning of the function keys is similar to dialog page 312 330 TPS System 1000 Programs 2 3 1en O Leica FilEd VIEW L EDIT d s E E es Template Sau v Station 000 m lt _ gt _ SAVE_JINSRT mS Sa Fi F2 F3 F4 F5 F6 e e e e 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 Template Selection of template Station Input of start station for this template Meaning of the function keys is similar to dialog page 314 Leica TPS System 1000 Programs 2 3 len 331 Shift F5 Start dialog SEARCH in dialogs View Edit File e Le pages 330 331 FilEd SEARCH 14 03 AM IDIatsetexXenE sb oy Forward w Station Mo a a RENE ECEESIEEEEE F1 F2 F3 F4 F5 F6 e e Direction Forward Searching for templates in direction end of file Backward Searching for templates in direction start of file Station Input of station chainage eV or e Search for station 332 TPS System 1000 Programs 2 3 1en O Leica
170. ll be used NO uses the SETS OF ANGLES default display Leica TPS System 1000 Programs 2 3 1en 143 F1 F5 Shift ESC e e CONT Hz Tol V Angle Tol Log File Log FlName 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 horizon tal circle orientation is always accounted for after observing the first target within a new set If the tolerance is exceeded a warning is given Input the tolerance for vertical directions This defines the limit for the difference in the vertical directions between the actual observations and the directions observed within the first half set If the tolerance is exceeded a warning is given ON records measurements in a Log File The format is described on page 146 Enter the Log File Name Displays date and version Set default values Default values are displayed in dialog CONFIGURATION page 143 Exit the program Store the current configuration and proceed to the dialog SETS MENU 144 TPS System 1000 Programs 2 3 1en O Leica 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 can read the
171. lso be recorded The hidden point rod can have either two or three reflectors The rod you are using is defined in the CONFIGURATION of the program Here you enter the length of the rod spacing between reflectors and the prism constant Refer to Figure on page 112 which illustrates a hidden point rod with three reflectors me If the hidden point rod you are using has three reflectors the program calculates coordinates for the hidden point from three combinations Reflector 1 Reflector 2 Reflector 3 Reflector 2 Reflector 1 Reflector 3 In the case of motorized theodolites you can configure the program in such a way that it points the telescope at the third reflector automatically after the first two reflectors have been measured Leica TPS System 1000 Programs 2 3 1en 111 R1 R3 PROG_Z14 Configuration ET F2 Start the Configuration Editor from the MEASURE dialog HDNPT CONFIGURATION 14 03 User Displ NO Meas Tol G OZ wm Pxokola CONS Ei OUO i No of Refl 3 v Ue 9 IE 9S o E ON x Length 5 000 m INFO prr YES Spaces ni E ME 1 000 im Space R1 R3 O 500 im Shift o M F1 F2 F3 F4 F5 F6 The Configuration let you set the following parameters that determine program operation and define the hidden point rod you are using User Displ YES use the display de
172. m Easting S00 opi m Northing EE E m Elevation DC iau um m HELP LRAD a F1 F2 Ir F4 F5 F6 e Simultaneously measure and record data on the active recording device Measure a distance and record data on the active recording device Measure a distance without recording 120 TPS System 1000 Programs 2 3 len Leica F4 Shift 2 e e Shift ESC CODE Enter the target data For further information refer to chapter Measure amp Record of SYSTEM user manual Import target coordinates For further information please refer to chapter Setup of SYSTEM user manual Select arc defined by 2 points and radius Call up the CODE function as described in chapter Measure amp Record of SYSTEM user manual Exit the program Radius Arc Determine the two points of an arc sequentially After the second point the Measure point dialog page 118 prompts to input the radius Sem cHPESI NE oS Se AREA RADIUS ARC 14 03 MM Radius ARC startin Saweg O Pot mu B Refl Height 0 000 Hz B 215 5S Dov V PLO iS 20 senleja Gli SSS Easting ee Li pu Northing SI ETE m Elevation S00 OL S d zi a a ee ee Fi F2 F3 FA F6 e e e Leica TPS System 1000 Programs 2 3 len 121 F1 F2 F3 F2 CONT F4 F5 Sh
173. me max 5 char see chapter Introduction No Decimals Selection of number of decimals CONT e Insert new Header see dialog page 322 O Leica TPS System 1000 Programs 2 3 1en 321 Shift 2 Q riled View EDIT FILE 6000 AEN 1 1 i Job Id File Id B TEMPLATE P eave INSRT NN CORN BELE i lt gt E NNNM Fi F2 F3 F4 F5 F6 e e e e e 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 Meaning of the function keys is similar to dialog page 312 322 TPS System 1000 Programs 2 3 1en O Leica Filed VIEW EDIT FILE ooo m N OY 3 Template TEMPLATE AHz Dist g 0 000 Fim SO ile Clisir E 0 000 m Cierre fiz at ILI FILLY Slope KACLO g 0 000 lt gt _ SAVE JINSRT JEDIT 9 S Ti lt 7 5 bet searc E Fi F2 F3 F4 F5 F6 e e e e 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 Template Input of name number of cross section point AHz Dist Input of horiz distance of cross section point SO Ht diff Input of n
174. memory card on your PC and obtain a hard copy of the Log file E Data will always be appended to the specified Log file The Log file contains the following information Header The header line will contain the program used information about the instrument the name of the data file as well as date and time Record The average horizontal and vertical angles of all sets the standard deviation for one measurement and the standard deviation of an angle averaged from all sets are stored in the Log File Leica TPS System 1000 Programs 2 3 1en 145 Leica VIP Sets of es V 2 10 Instrument User Templ Meas File Program Start Station no Horizontal set results TCM1100 Serial 430000 Joe s theodolite User 1 FILEO1 GSI 01 05 1996 at 13 00 132 E 725362 235m N 263587 236m ELV 569 587m hi 1 2000m 5 Sets measured with 3 points each Standard deviation of any measurement 0 00 02 Standard deviation of mean from all measurements 0 00 01 1 Point no 1 2 Point no 2 3 Point no 3 Results of single sets 1 Point no 1 Set 1 Set 2 Set 3 2 Point no 2 Set 1 Set 2 Set 3 3 Point no 3 Set 1 Set 2 Set 3 Vertical set results mean direction 0 00 00 Refl Height 0 0000m mean direction 83 25 53 Refl Height 0 0000m mean direction 179 56 28 Refl Height 0 0000m Residual 0 00 00 average 0 00 00 Residual 0 00 00 average 0 00 00 Residual
175. mory card Example Cross section 41 Examplel 42 TEMPLATE 1100024 Tmpl0123 35 110003 Tmp10123 35 1100044Tmpl0123 35 110005 Tmpl0123 35 110006 Tmpl0123 35 1100074 Tmpl0123 35 1100084 Tmpl0124 35 110009 Tmpl0124 35 110010 Tmpl0124 35 110011 Tmpl0124 35 110012 Tmpl0124 35 1100134 Tmpl0124 35 The last character at the end of each data line must always WI 11 and WI 41 10 00013000 36 10 00003000 10 00010000 36 10 00005000 10 00004000 36 10 00000100 10 00004000 36 10 00000100 10 00010000 36 10 00006000 10 00013000 36 10 00003500 10 00012000 36 10 00002000 10 00011000 36 10 00004000 10 00004000 36 10 00000100 10 00004000 36 10 00000100 10 00011000 36 10 00005000 10 00012000 36 10 00002500 be a space ASCII character 32 position 3 to 6 Leica TPS System 1000 Programs 2 3 1en The block number is located from The Road Data Entry program The Leica ROADDATA EXE for providing setting out data files Once the alignment has been designed using road design software the resulting data consist of main points element parameters and cross sections These data must be brought into a structure which can be loaded into the memory card There are two ways to product the three setting out data files Hz alignment file V alignment file and transverse profile file a writing an individually customised program to automatically generate and conv
176. n 39 Station Data 40 Target Point 41 Measure Mode 42 Calculation 43 Configuration 45 Configuration Editor 45 Dual face Measurement 47 Log File 47 6 TPS System 1000 Programs 2 3 1en Leica Tie Distance 49 Introduction 49 Measure Mode 51 Results 53 Configuration 55 Configuration Editor 55 Dual face Measurement 56 Log File 57 Stakeout 59 Introduction 59 Search Point 59 Coarse Positioning 60 Line Offset 60 Orthogonal 62 Azimuth and Distance 64 Stakeout 66 Polar Stakeout 66 Orthogonal Stakeout 68 Stakeout with auxiliary points 70 Stakeout from Coordinate Differences 72 Select Stakeout Method 74 Plot 75 Configuration 76 Log File TI Free Station 79 Introduction 79 Station Data 80 Target Point 80 Point List 81 Measure Mode 82 Calculation 83 More Information 85 Plot 87 Configuration 88 Configuration Editor 88 Dual face Measurement 90 Log File 90 Reference Line 93 Introduction 93 Baseline Points 95 Determine Base Points 95 Measure a Base Point 96 Define Reference Line 98 Results Reference Line 99 Configuration 101 Configuration Editor 101 Log File 103 O Leica TPS System 1000 Programs 2 3 1en 7 Remote Height 105 Introduction 105 Measure Base Point 106 Measure Remote Point 108 Configuration 110 Hidden Point 111 Introduction 111 Configuration 112 Measure Rod 114 Results 115 Area Computation of Area 117 Introduction 117 Measure Mode 118 Straight line 118 Arcs 120 Calculation 123
177. n length abscissa and the lateral deviation ordinate with reference to a basis line emanating from a known point e Orthogonal point calculation A new point can be calculated which emanates from a basis line using the difference in length abscissa and the lateral deviation ordinate The Point Arc routine computes a radius point given any three points Leica TPS System 1000 Programs 2 3 len 205 The point coordinates can either bedetermined by measurement entered manually using a keyboard or read from the memory card Data both measured and read from the file can be mixed This means however that station coordinates and orientation have to be correctly set 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 The program Stakeout can be called up directly from the individual result dialog boxes if available in order to set out the points immediately The program Stakeout assumes that the instrument is set and oriented to a known point 206 TPS System 1000 Programs 2 3 1en O Leica Configuration E F2 Start the Configurations Editor from the COGO MENU dialogue COGO CONFIGURATION 14 03 AM Diwee sly c Bearing O Offset IS aneo T FT Fi F2 F3 F4 F5 F6 e e e e Q The Configuration Editor sets parameters
178. n 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 In practice it is not generally possible to maintain an exactly vertical line and so you must decide what lateral deviation can be tolerated The horizontal distance to the inaccessible target must however coincide with the horizontal distance to the reflector When the instrument is aligned and the station coordinates have been set the position coordinates of RH the remote height can be calculated and stored in the data file PROG Z13 Leica TPS System 1000 Programs 2 3 1en 105 Measure Base Point This dialog is used in accordance with the settings of the system function Measure amp Record or according to the dialog shown below S REMHT MEASURE BASE PT 14 03 AM IPJoLE iG B Stationl2 Hz I 955 Sow V 91 9 1 6 V ZO Refl Height 1 664 m Slope DIS ML LLL m Hense cs 8 S Shift e F1 e F2 F3 e F2 CONT e e mere conr rir p F1 F2 F3 F4 F5 F6 Point No The point number of the base point Hz Horizontal direction from the remote point to the base point V Vertical angle to the remote point Refl Height Reflecto
179. nates of intersection Y X Given point 1 Y X direction magnetic bearing or azimuth point 2 Y X direction magnetic bearing or azimuth Station coordinates and orientation need to have been set correctly before the coordinates of point 1 and or 2 can be determined by measurement 222 TPS System 1000 Programs 2 3 1en O Leica Shift e F1 F3 CONT e or PL e Shift 2 ESC Call up the function from the menu INTERSECTIONS ESESNEEEEMTEEDGENESNEN ooo AN co Ceawilee 2 Memory Card Search in MII OI CSE V7 Point Code export eas sEARC owUM me L L L I Fi F2 F3 F4 F5 F6 e e e Manual entering of the first second point The standard TPS 1000 input dialog box appears Measuring the first second point of the straight line This function is described in chapter Measure amp Record Measurement dialogue of the System user manual Search for the coordinates of the first second point in the coordinate file This function is described in chapter setups Import function of the System user manual Exit the program Leica TPS System 1000 Programs 2 3 1en 223 If Bearing is selected in the configuration during Direc Type then the following dialog box appears x COGO BEARING 1 14 03 AM Dil CSG L Oil Grom ise
180. nterline and the point to be staked 270 TPS System 1000 Programs 2 3 1en O Leica 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 to be staked The three methods are PREVIOUS ELEMENT INTERPOLATED and HORIZONTAL Offset Horizontal offset to apply to current chainage Hght Offset Vertical offset to apply to current chainage Ff Activates the slope staking options 6 F2 Move along the current cross section from right to left O F3 Sets the cross section point to the centerline A F4 Move across the current cross section from left to right ou F4 Displays a plot of the template The first point we want to stake for the bike path is the left edge of pavement This point is 1 5 m left of centerline so the ACL Offset value should be set to a 1 5 m F4 Change the location to 1 5 m The ACL Hght Diff value will automatically change to the correct vertical difference based upon the design of the template O Leica TPS System 1000 Programs 2 3 1en 271 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 To accept the value press e e The
181. nu a RSEN EET RESET ERI ee Fi F2 F3 F4 F5 F6 Set no Displays the active set Seq no Displays the sequence number of the selected target out of the total number of target used Face Displays the face Point no Target point number Refl Height Reflector height of target point Auto Meas Automatic measurement ON OFF Entry of target points into a list as well as selecting points for multiple use Displays the previous point from the list of points you entered Note that this key will not be available until there is at least one point in the list Displays the next point in the list of points you entered Note that this key will not be available until there is at least one point in the list Ends the 1 half set and returns to the dialog SETS MENU Leica TPS System 1000 Programs 2 3 len 131 F6 Shift e ESC CONT Shift e F1 F2 F3 F2 CONT F4 Shift 2 F4 CONT Select alpha numeric numeric input Exit the program Proceed to the MEASURE dialog displayed below This MEASURE dialog is shown during the measurement to targets The program return to the dialog FIRST SET page 151 on completion of a measurement or to the FURTHER SET dialog page 133 14 03 AM PLANE IMO 8 eil SiG lMe 8 1 30 m
182. o chapter Plot Exit the program Acquire the next point to stake O Leica TPS System 1000 Programs 2 3 1en 67 Orthogonal Stakeout Shift e 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 point to be staked AQ PROG_Z09 Values for AQ and AD will be updated each time a new distance is measured STAKE ORTHOGONAL STAKE 14 03 AM a suere ie 5 CURB AQ 0 012 m AD 3 4 597 um A Height g ia IE 5j 102 m Elevation B S2 S nn mere METHD NN eror o LOO d Ff F2 F3 F4 F5 F6 e Target no Point number of the point to be staked AQ Transversal displacement of the reflector Positive in sign if point is right 68 TPS System 1000 Programs 2 3 len Leica F1 F2 F3 F4 F5 Shift F2 Shift e F4 Shift Q ESC CONT e AD Longitudinal displacement of the reflector Positive in sign if stakeout point is further away from station A Height Difference in height between measu
183. o the target point FREST MEASURRE MODE GSI BE BOLDE AGr B 12 Oo H 286 S57 5 V 93 16 20 Refl Height I 5010 Ulo MIENNE 22 NSS AHz ALL DIST Rec Tarer me o T en IL Ff F2 F3 F4 F5 F6 e e Simultaneously measure and record data on the active recording device Return to the dialog TARGET POINT Measure a distance Record the measurement on the active recording device Return to the dialog TARGET POINT Enter target data For further information please refer to chapter Measure amp Record described in the System user manual Change the theodolite face Call up the CODE function as described in chapter Measure amp Record described in the System user manual Exit the program Accept the measurement and return to the dialog TARGET POINT 82 TPS System 1000 Programs 2 3 1en Leica Calculation Calculates the 3D station coordinates and orientation as well as the standard deviation of the results FREST RESULTS lt L SORS gt BEE D SLAELOM Me 8 1 O NO oi PEG 8 6 TASE lsl al eile g 1 635 m Easting 2134 234 m Northing A S SS m Elevation 3 580 643 m SET STORE PLOT MORE j Orientation s ZR AM OEasting QS im ONorthing 8 00495 im OElevation 0 005 im oOrient 0200 9 37 Cale Scale 8 YES Scale B 0 9996 Fi F2 F3 F4 F5 F6
184. oint 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 illustrates the concepts of slope staking CL Offset Catch Point 0 200 000 _ 0 2 CUT Cross Section Centerline l X Plan View CL Offset Catch Point RPLUS12 0 200 000 9 Plan View AXS Het Diff AChainage AXS Het Diff AChainage The slope staking routine is accessed from the CROSS SECTIONS display Leica TPS System 1000 Programs 2 3 len 285 Shift e F6 F1 Shift e Start the CROSS SECTIONS display from the CHAINAGE amp OFFSET display ROAD CROSS SECTIONS 14 03 a ii Chainage 0 000 Bn Shirt 0 000 m Template 000tutor A Offset 1 500 m iy ise jain g 10 59 59 carca enr mere OO Teror D DO Fi F2 F3 F4 F5 F6 e e Before proceeding move the cursor to the Template option 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 Start the slope stake program ROAD SLOPE STAKING 14 03 MM Chainage 0 000 Oo Template EWIOC Wie Xsection CUT ACL Offset 9 857 m AXS Hgt Diff 1 089 m ACh
185. om height difference of Cross section point to axis Cut Fill Selection of cross section type Available are CUT FILL STANDARD Slope ratio Input of slope ratio Meaning of the function keys is similar to dialog page 314 O Leica TPS System 1000 Programs 2 3 1en 323 Shin of Start dialog SEARCH in the dialogs View Edit File pages 322 323 FilEd SEARCH 14 03 AM Direction Forward w Template ae CT F1 F2 F3 F4 F5 F6 e e Direction Forward Searching for templates in direction end of file Backward Searching for templates in direction start of file Template Input of template name EUNT or e Search for templates 324 TPS System 1000 Programs 2 3 len O Leica Station Equation F2 CONT e Shift e CONT e Create new file Sta Eqn in dialog page 305 see dialog bottom View and edit selected file in dialog page 305 see dialogs page 326 327 Ei LEd CREATE FILE 14 03 28 Pile ye 8 GnEEL iam File Name No Decimals 3vw ee ee HELP i ld Fi F2 F3 F4 F5 F6 File Type Display of type of file File Name Input of file name max 5 char see chapter Introduction No Decimals Selection of number of decimals Insert new Header see dialog page 326
186. oosing 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 P Abort the automatic measurement End monitoring This option terminates the Monitoring program 340 TPS System 1000 Programs 2 3 1en O Leica Index A Abort 340 Abscissa 238 241 Additional applications 16 Alignment 175 Angular correction 168 Arcs 120 Area 117 Azimuth and distance 64 B Backsight azimuth 152 Base point 106 238 Baseline points 95 C Calling up the program 25 Calls ON LINE help 26 Calls up code input 26 CAUTION 4 Centre line offset 171 Chainage 171 Closes application 26 Coarse positioning 60 COGO 205 Computation of area 117 Create coordinate file 306 Create cross section assignment file 329 Create horizontal alignment file 311 Create station equation file 325 Create template file 321 Create vertical alignment file 317 Cross section assignment 259 298 Cross section interpolation 260 Cross sections 180 201 296 O Leica TPS System 1000 Programs 2 3 1en 341 D DANGER 4 Data exchange 24 Designation of keys 26 Determination of the station elevation 27 Direction measurements 129 F File editor 303 Free station 719 G General notes 23 H Hidden point 111 Hz alignment 192 291 l Important paragraphs 4 Installation in the PC 12 Instrument field setup 24 Intersections 221 Introduc
187. or from the MEASURE REMOTE POINT dialog REMHTN CONFIGURATION 14 03 MM oO User Displ oie POS WoL g GI im Rec AH WI37 OFF anro prr vES uen p ll p p prd Fi F2 F3 F4 F5 F6 e e e e e e The Configuration Editor sets parameters for further program operations User Disp Setto YES the display defined in the MEAS application will be used If set to NO the REMOTE HEIGHT default display applies Hor Pos Tol Horizontal distance tolerance that valid point measurements cannot exceed Rec AH WI37 Set to ON the program will store A height difference as record WI37 in the database Displays date and version of the running application Reset configuration parameters to their default values Default settings are shown in dialog above Accept the current configuration and proceed to the dialog MEASURE BASE PT 110 TPS System 1000 Programs 2 3 1en O Leica Hidden Point Introduction This manual describes the HIDDEN POINT program of the TPS SYSTEM 1000 instruments The program allows measurements to a point that is not directly visible using a special hidden point rod 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 These calculated measurements can a
188. or AHz and AD will be updated each time a new distance is measured STAKEN POLAR STAKEOUT 14 03 M Target no 0025 A Hz 90 10 02 ADist 4 567 m A Height FILL 0 102 im Elevation 3 SUED iit Shift e Er METH eror Fi F2 F3 F4 F5 F6 e e e e e 66 TPS System 1000 Programs 2 3 1en O Leica F1 F2 F3 F4 F5 Shift F2 Shift F4 Shift ESC v CONT e Target no Point number of the point to be staked AHz Difference in Hz circle reading between the actual horizontal direction and the calculated direction A Dist Difference in horizontal distance between the measured and calculated distance A Height Difference in height between the measured reflector point and the stakeout point expressed both numerically and as CUT FILL Elevation Elevation of the measured target point Simultaneously measure and record data on the active recording device Measure a distance Record the measurement on the active recording device Enter target data as described in chapter Measure amp Record of System user manual Re position the telescope on the target Note this function is only available for motorized theodolites Change stakeout method For more information refer to chapter Select Stakeout Method Generate a plot of the stakeout data For more information refer t
189. ording of design coordinates setout height and height difference in the log file LONG recording of design coordinates setout coordinates und differences of coordinates in the log file O Leica TPS System 1000 Programs 2 3 1en 77 Leica VIP Stakeout V 2 10 Instrument TCM1100 Serial 412160 not named User templ Userl Meas file HLEI2 GSI Program Start 09 04 1996 at 01 18 Station no 3000 E 21 006m N 64 666m ELV 420 467m hi 1 700m Point no 1152 Hght Shift 0 000m Design E 21 602m N 62 184m ELV 420 115m Staked E 21 606m N 62 166m ELV 420 355m hr 1 500m Deltas dO 0 004m dN 0 018m dELV 0 240m Typical log file entry in the STAKEOUT program 78 TPS System 1000 Programs 2 3 1en Leica Free Station Introduction This manual describes the FREE STATION program of the TPS SYSTEM 1000 theodolite series Ptl Pt2 PROG_Z19 This program can be used to deduce the three dimensio nal coordinates for the instrument station and the horizontal orientation of the from measurements to a maximum of 10 target points For simultaneous determination of the station elevation height of instrument and height of reflector must already have been input and the elevation of the target points must be known The program allows measurement in single or dual face mode Directions to target points can be determined as can any combination of direction and distance To compute t
190. ously measure and record in the active file e Proceed with the dialog 1 POINT BASELINE page 95 If the second point has already been measured the program will proceed to the DEFINE REF LINE dialog F2 F3 Measure a distance e e F2 CONT F4 Record the measurement in the active file and proceed with the dialog 1 POINT BASELINE page 95 If the second point has already been measured the program will proceed to the DEFINE REF LINE dialog Measure the distance Accept the measurement without recording If the second point has already been measured the program will proceed with the DEFINE REF LINE dialog Enter the target data For further information refer to chapter Measure amp Record of SYSTEM user manual 96 TPS System 1000 Programs 2 3 1en O Leica Shit F4 Change the theodolite face CODE Call up the CODE function as described in chapter Measure amp Record of SYSTEM user manual Shin SC Exit the program Leica TPS System 1000 Programs 2 3 len 97 Define Reference Line The reference line can be defined by entering a distance value a line offset value and an angle value for the base line Heights can be changed by a constant rate eg 1m by entering a H offset value REFLN DEFINE o ENG 1 BaserPo ime s 12 O 2 BasePoint 13 Qf set H 1 000 m Line 1 559 in Alpha 2 13 So ist QE S
191. ows an overview of the max file sizes Limitations No limitation for RoadPlus max 200 blocks for File Editor No limitation for RoadPlus max 200 blocks for File Editor Cross section 200 data blocks number of points in a cross section max 48 Cross section 100 data blocks assignment Station equation 100 data blocks Program Overview ROADPLUS allows measurements in one telescope position only A typical ROADPLUS session includes EJ the following steps Enter setup information for the instrument and orient 2 Start the ROADPLUS program and configure 3 Select the alignment files 4 Select a station 5 Pick a point on the cross section to stakeout enter an offset choose method 252 TPS System 1000 Programs 2 3 len O Leica 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 In the sections that follow the operation of the program will be covered in more detail The concepts of the program will be covered to assist you in becoming proficient with the ROADPLUS program for normal everyday operation such as staking a project with the Getting Started Before starting the program enter the setup information for the location of the theodolite and orient the instrument to the reference point From the MAIN ME
192. port function of the System user manual Exit the program Leica TPS System 1000 Programs 2 3 len 213 Defining direction by magnetic bearing Shift e F2 F5 CONT If Bearing is selected in the configuration during Direc Type then the following dialog box appears COGO TRAVERSE 14 03 Direction to Traverse Quadrant NorthEast ORC ORO OXE 3E Seve OO ETT OOO a NN mE T e F1 F2 F3 F4 F5 F6 e e e e Quadrant Enter quadrant 1 NorthEast 2 SouthEast 3 SouthWest 4 NorthWest Northeast Enter magnetic bearing Offset Enter parallel displacement Only active if YES is entered in the configuration during Offset Left negative parallel offset Right positive parallel offset Determining the direction by means of the function Polar calculation refer to chapter Inverse INPUT Enter quadrant magnetic bearing RCALL Call up of a direction which has been previously stored using the function Polar calculation Accept displayed values and proceed with dialogue TRAVERSE page 218 214 TPS System 1000 Programs 2 3 1en O Leica Shift F5 2 Shift ESC Shift 2 CONT e Changing the direction see under existing dialog box MODIFY BEARING Exit the program COGO MODIFY BEARING 14 03 M NorthEast ORO OR
193. r height used for the target point Slope dist Slope distance from the instrument station to the base point Height diff Height difference between the base point ground and the instrument ground Simultaneously measure and record in the active file Proceed with the REMOTE POINT dialog Measure a distance Record the measurement in the active file and proceed with the REMOTE POINT dialog Measure the distance Accept the measurement without recording Proceed with the REMOTE POINT dialog 106 TPS System 1000 Programs 2 3 1en O Leica F4 Enter the target data For further information refer to manual chapter Measure amp Record of the SYSTEM user e Proceed with REMOTE POINT dialog a F Start the Configuration Editor Ru HT id Change the theodolite face CODE Call up the CODE function as described in chapter e Measure amp Record of the SYSTEM user manual zn rd Exit the program F6 Alpha numerical numerical input Leica TPS System 1000 Programs 2 3 1en 107 Measure Remote Point Shift e 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 PTR Pome MOs 8 Stationl2 Oo Hz 16 7 55 V SOM V OBINSNI
194. ration Editor sets parameters for further program operations Two Faces Mult Meas Code Log File Log FIName Set YES for dual face measurement NO for single face Set YES for the multiple measurement NO for the single measurement Input of code number for recording results maximum 8 characters Set to ON the program will record measurement data in the Log File according to the format described on page 163 Enter the Log File Name Displays date and version 160 TPS System 1000 Programs 2 3 len Leica F5 F6 CONT e Dual face Measurement Set all values to default Default values are shown in dialog on page 160 Select NO YES alpha numeric numeric input ON OFF Confirm displayed parameter and continues with the TRAVERSE MENU 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 Multiple Measurement The measurement to a point can be repeated as often as desired to achieve a higher accuracy or reliabi
195. raverse point 153 154 155 Two faces 336 U Units in this manual 23 Using the program 24 V V alignment 197 294 W WARNING 4 WORKBENCH 13 14 X X section Check 184 344 TPS System 1000 Programs 2 3 1en O Leica 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 Leica IEPETTE Total Quality Management Our commitment to total customer satisfaction Ask your local Leica agent for more information about our TQM program O Leica TPS System 1000 Programs 2 3 1en 345 664901 2 3 1en Printed in switzerland Copyright Leica Geosystems AG Heerbrugg Switzerland 1998 Translation of original text 664901 2 3 1de Seica Leica Geosystems AG Geodesy CH 9435 Heerbrugg Switzerland Phone 41 71 727 31 31 Fax 4171 727 46 73 www leica com
196. red reflector point and the stakeout point Positive in sign if stakeout point is higher than the reflector position Elevation Elevation of the measured reflector point Simultaneously measure and record data on the active recording device Measure a distance Record the measurement on the active recording device Enter target data as described in chapter Measure amp Record of System user manual Re position the telescope on the target Note this function is only available for motorized theodolites Change stakeout method For more information refer to chapter Select Stakeout Method Generate a plot of the stakeout data For more information refer to chapter Plot Exit the program Acquire the next point to stake Leica TPS System 1000 Programs 2 3 1en 69 Stakeout with auxiliary points Shift e 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 The previous point Pt2 becomes Pt1 and the new point Pt becomes Pt2 Note the auxiliary point to be measured will be marked with an
197. rogram Accept the measurement and return to the dialog TARGET POINT 42 TPS System 1000 Programs 2 3 1en O Leica Calculation In this dialog the calculated station coordinates are shown with the orientation EGEEISSEMSIEVRSNEGESUEE 14 03 AN Startion MO 1 O ING oi Pies 2 Inst Height 1 635 m Easting DAW SACS A cm Northing 42 2 1 3X63 in cn MEO 5 580 643 m ser sro POE s DENIM OEasting 40H05 oNorthing Q O05 mi OElevation O 005 im oOrient 0700 v0 2 NN ERR ERE Fi F2 F3 F4 F5 F6 Station no Station point number No of Pts Number of points measured Inst Height Instrument Height Easting Calculated Easting Y for the station Northing Calculated Northing X for the station Elevation Calculated elevation for the station Orientation Oriented direction o Easting Standard deviation of Easting 6 Northing Standard deviation of Northing c Elevation Orient Standard deviation of the Elevation Standard deviation of the Orientation Leica TPS System 1000 Programs 2 3 1en 43 F1 F3 Shift e ESC e 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 WI 11 Station Point Number WI25 Orientation correction WI
198. rthing LO AES m Elevation MM S c c m HELP CONF Tad F1 F2 F3 F4 F5 F6 The input for the start point is only possible after the program start or with the function in the dialog RADIAL MODE For all following points the program requests NEXT POINT The dialog for the following points is identical with dialog above except for the title Simultaneously measure and record in the active file Proceed with the dialog NEXT POINT If the second point has already been measured the program will proceed to the RESULT dialog Measure a distance Record the measurement in the active file and proceed with the dialog NEXT POINT If the second point has already been measured the program will proceed to the RESULT dialog Measure the distance Accept the measurement without recording If the second point has already been measured the program will proceed with the RESULT dialog O Leica TPS System 1000 Programs 2 3 1en 51 F4 F5 Shift F2 e Shift F4 e CODE e Shift ESC e e Enter the target data For further information refer to chapter Measure amp Record of System user manual Import target coordinates For further information please refer to chapter Setup of System user manual Start the Configuration Editor Change the theodolite face Call up the CODE f
199. ry card in the GIS directory ROAD SELECT ALN FILES PSOE b O Horaiz dba v oO Vert Aln F v aeos S Sexe s B CRS_EX1 yw Gish A SIS mee STA EX1 yw SEE em 2e z EON EX1 vw Log FlName ROADPLUS LOG HELP CC Fi F2 F3 F4 F5 F6 e e e e e e 256 TPS System 1000 Programs 2 3 1en O Leica Horizontal Alignment The horizontal alignment file contains the following File elements Station locations Straight line segments Circular curves Spiral curves Compound curves End of Project EOP F amp Select the horizontal alignment file A dialog box E appears with a list of all ALN GSI Eme Move the cursor to the file needed and press e The SELECT ALN FILE display will return and the cursor will be highlighting the vertical alignment file Vertical Alignment File The vertical alignment file contains the following elements Station locations Straight line segments Circular vertical curves Parabolic vertical curves End of Project EOP F amp Select the vertical alignment file A dialog box appears e with a list of all PRF GSI files available Move the cursor to the file needed and press e The SELECT ALN FILE display will return and the cursor will be highlighting the Cross Section file Cross Section template The template file contains the following elements File Station location Template name Offset from
200. s RCALL Call up of a radius which has been previously stored using the function Polar calculation Accept displayed values Changing the direction as dialog box MODIFY DISTANCE page219 Exit the program Leica TPS System 1000 Programs 2 3 len 231 Shift e F2 F3 F5 CONT Shift e ESC e The following dialog box shows the result of the bearing distance intersection COGON BRG DIST RESULTS 14 03 AM Dobie Wes e TOIT T aa Easting O O00 im Northing O O00 im Elevation ee Se JOTHER STORE _STAKE __ij HELP a es ee F1 F2 F3 F4 F5 F6 e e Point no Entering point number of the bearing bearing Easting Display of east coordinate Northing Display of north coordinate Elevation Entering height optional Changing between both solutions The following results have been stored in the active measurement data file WI 11 Station Point Number WISI Easting coordinate WI 82 Northing coordinate WI 83 Elevation optional If Point no has not be entered the button is not occupied 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 Return to INTERSECTIONS Exit the program 232 TPS System 1000 Programs 2 3 1en
201. s automatically changed to the next value divisible by ChaingelIncr The chainage of the main points change of elements is displayed independently of ChaingeIncr Any desired chainage can be keyed in For the function X SECTION CHECK the values displayed and data from the cross section do not influence the calculation in the X SECTION CHECK 178 TPS System 1000 Programs 2 3 1en Leica F1 F2 F3 F4 CONT e 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 Offset Horizontal displacement offset of the point to be set out in relation to the centre line HghtOffset Height displacement of the point to be set out in relation to the centre line The amount of the vertical displacement is also taken into account Hght Shift All heights in the alignment are changed by this amount The value can only be changed in the dialog CONFIGURATION ChaingeIncr The chainage difference when setting out The chainage is automatically incremented by this amount Calls the function X SECTION CHECK Displays the next chainage up which is divisible by ChaingelIncr If the end of the alignment is overshot a warning is given once After the end of the alignment the calculation is based on the tangent of the last element Displays the next chainage down whi
202. s point 10 Leica TPS System 1000 Programs 2 3 len 87 Configuration Configuration Editor em F2 Start the Configuration Editor from the STATION DATA dialog FREST CONFIGURATION 14203 HUNE ING oS 0 190 32m ERI she NGG Ue 0 0250 im Rosia Je g WP E OR 0 2755 0 m Two Faces NO je nus IDalsijoll e NO Log File OR a Log FlName FREE STA LOG zh ee eee F1 F2 F3 F4 F5 F6 The Configuration Editor sets parameters for further program operations Hz Ori Acc Limit for the standard deviation of the orientation The orientation is regarded as error free if the computed standard deviation of the orientation is within twice the entered value Ht Acc TP Height accuracy of the target points The entered value is used as an a priori accuracy in the calculation The height is regarded as error free if the computed standard deviation is within twice the entered value 88 TPS System 1000 Programs 2 3 1en O Leica 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 applic
203. se which if not avoided may result in minor or moderate injury and or appreciable material financial and environmental damage Important paragraphs which must be adhered to in practice as they enable the product to be used in a technically correct and efficient manner 4 TPS System 1000 Programs 2 3 1en O Leica View of chapters Contents Introduction General notes Orientation and Height Transfer Resection Tie Distance Stakeout Free Station Reference Line Remote Height Hidden Point Area Computation of Area Sets of Angles Traverse Local Resection Road Line COGO Road Plus File Editor Monitoring 333 BY Index 341 m Leica TPS System 1000 Programs 2 3 1en 5 Contents Introduction 11 General 11 Installation in the PC 12 Hardware and software required 12 Rules for naming files 15 Loading files into the TPS 1000 instruments 17 Loading system texts 19 Loading application programs 20 Licence code 21 Solving problems 21 General notes 23 Units in this manual 23 Preparation 23 Settings 23 Data exchange 24 Using the program 24 Instrument field setup 24 Calling up the program 25 Designation of keys 26 Target eccentricity 26 Orientation and Height Transfer 27 Introduction 27 Target Point 28 Point List 29 Measure Mode 30 Calculation 31 More Information 32 Plot 34 Configuration 35 Configuration Editor 35 Dual face Measurement 37 Log file 37 Resection 39 Introductio
204. set point and the finished grade elevation of the actual point not the offset location R0AD POINT COORDS 14 03 N Chainage 8 0 000 REE Ig lsieasepe 3 14500 m Easting A 331 000 un oec nal ine 335 000 un Elevation Si OOO im a ee ee ERE El HELP el Fi F2 F3 F4 F5 F6 e e e e Activates the stakeout program Leica TPS System 1000 Programs 2 3 len 273 Shift 2 F2 F3 EN ERENSSIN POLAR STAKEOUT 14303 mangeti meo 8 3 O A HZ OTORO A Dist 0 007 m A Height la Ie MS is S320 om Elevation g S25 000 sm ALL bist REC ramer BELE METHD proT F1 F2 F3 F4 F5 F6 e e The polar method of stakeout is the default for ROADPLUS Turn the instrument until A Hz is zero Line up the prism pole Measure the distance The A Dist value indicates how far away the measured point is from the point chosen to be staked A positive value means to move away from the instrument by the amount shown If the value is negative move towards the instrument The display will also show the cut or fill value for the measured point When both the horizontal circle and distance read zero or close to it the measurement can be recorded Record the staked out position returns to the CROSS SECTIONS display and automatically moves to the next point on the cross section 274 TPS System 1000 Programs 2 3 1en
205. st and dip 410001 Examplel 42 0VALIGNM 43 STACOORD 110002 00000000 71 STRAIGHT 72 400000NON 83 10 00400000 110003 00300000 71 PARABOLA 72 01142936 83 10 00422500 110004 00500000 71 STRAIGHT 72 00000NON 83 10 00420000 110005 00550000 71 PARABOLA 72 02091126 83 10 00415000 110006 00850000 71 STRAIGHT 72 400000NON 83 10 00406522 110007 01127904 71 00000EOP 72 400000NON 83 10 00418605 The last character in each data line must always be a space ASCII character 32 WI 11 and WI 41 The block number is located from position 3 to 6 200 TPS System 1000 Programs 2 3 len Leica Cross sections The points in the cross section are defined in accordance with the centre line offset sCLO neg pt left pos pt right and the height difference sH related to the alignment point neg pt lower pos pt higher than alignment alignment left right l 3i sCLO pos PROG Z24 Aspect chainage increasing Defined by Declaration Height difference Planned height difference with respect to alignment Centerline offset Planned centre line offset The template file is structured as follows 1 Header 2 Data block Cross section 1 point no 1 3 Data block Cross section 2 point no 2 4 Data block Cross section 3 point no 3 n Data block Cross section x point no y O Leica TPS System 1000 Programs 2 3 1
206. stallation Drive C Space Required 1697 KB Space Available The WORKBENCH program is installed in the PC by running the program SETUP EXE under WINDOWS on the diskette For further details refer to the handbook or to the HELP file of WINDOWS TPS user just have to install the TPS Softwae Upload O Leica TPS System 1000 Programs 2 3 len 13 The diskette bearing the label TPS 1000 SYSTEM FIRMWARE contains the necessary system software for the TPS 1000 instrument theodolite system software e ATR system software EDM system software The diskette bearing the label TPS 2000 5000 SYSTEM FIRMWARE contains the necessary system software for the TPS2000 5000 instrument theodolite system software e ATR system software EDM system software The diskette bearing the label TPS 1000 2000 5000 Programs and Languages contains all applications both the standard ones and the additional ones the appropriate text files for the languages available The text for the languages available are also included for the TPS1000 system software The diskette bearing the label TPS 1000 2000 5000 RCS 1000 contains the remote control software for RCS 1000 based on CR233 333 for RCS 1000 based on GPCI TPS System 1000 Programs 2 3 1en O Leica Rules for naming files The files are named in accordance with the following rules Application programs 22 VVV PRG 2222
207. t connection 410001 Example 42 HZALIGNM 43 4 STACOORD 110002 00000000 71 STRAIGHT 72 400000NON 73 Tmpl0125 81 10 02000000 82 10 06000000 110003 00198832 71 00SPIRIN 72 00122474 73 Tmpl0123 81 10 02186841 82 10 06068005 110004 00348832 71 4000CURVE 72 00100000 73 Tmpl0123 81 10 02307751 82 10 06150344 110005 00450725 71 40SPIROUT 72 00100000 73 Tmpl0123 81 10 02304071 82 10 06247816 110006 00550725 71 STRAIGHT 72 400000NON 73 Tmpl0125 81 10 02227794 82 10 06310759 110007 00714138 71 00SPIRIN 72 00054772 73 Tmpl0124 81 10 02086275 82 10 06392465 110008 00789138 71 000CURVE 72 00040000 73 Tmpl0124 81 10 02037807 82 10 06445859 110009 00824376 71 OSPIROUT 72 00044721 73 Tmpl0124 81 10 02048886 82 10 06478120 110010 00874376 71 STRAIGHT 72 400000NON 73 Tmpl0125 81 10 02094478 82 10 06496445 110011401127904 71 00000EOP 72 00000NON 73 Tmpl0125 81 10 02344154 82 10 06540469 196 TPS System 1000 Programs 2 3 len Leica 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 The cross sections are assigned as follows Straight Tmpl0125 Left curve Tmpl0123 Right curve Tmpl0124 The last character at the end of each data line must be a space ASCII character 32 W
208. tation need to have been set correctly before the coordinates of point 1resp point 2 can be determined by measurement Leica TPS System 1000 Programs 2 3 len 241 Shift e F1 F3 CONT e Or F5 Shift 2 ESC e Explanation of the polarity rule of L and Q During entering the polarity is based on the straight line 1 gt 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 Call up the function in the menu OFFSETS COGO BASELINE START PT 00 AND Rec device Memory Card Search in B FILEO1 GSI yw Point Code Neur Meas sEARc anum nET T F1 F2 m F4 F5 F6 e e e Manual entering of the baseline start point or the baseline end point The standard TPS 1000 input dialog box appears Measuring the baseline start point or the baseline end point This function is described in chapter Measure amp Record Measurement dialogue of the System user manual Search for the coordinates of baseline start point or the baseline end point in the coordinate file This function is described in chapter Setup Import function of the System user manual Exit the program 242 TPS System 100
209. te begins the slope hinges AHinge HgtD The vertical difference between the ground shot and the hinge point ACL Offset The horizontal distance from the ground shot to the centerline ACL HgtDiff The vertical distance from the ground shot to the centerline The following illustration represents the various components of the REFPT option A E al a 5 D 50 a Q Bh B d A O Q Pl lt AHinge Offs i ACL Offset 290 TPS System 1000 Programs 2 3 1en Leica 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 Horizontal Alignment The following geometric elements are supported Element Definition Declaration in the alignment file Tangent Coordinates X Y to Coordinates X Y STRAIGHT Circular curve Beginning of arc X Y Radius 000CURVE End of arc X Y Spiral In Beginning of curve X Y A Parameter OOSPIRIN Length of curve Radius End of curve X Y Spiral out Beginning of curve X Y A Parameter OSPIROUT Length of curve Radius End of curve X Y Compound Beginning of curve X Y Radius 1 OCURVEIN curve in Radius 2 Compound Beginning of curve X Y Radius 1 CURVEOUT curve out Radius 2 End of
210. ternatively type in the number which appears after the program name in the display MAIN MENU PROGRAMS WAR 019 a Orientation amp Ht Transfer 00 Resection 01 Stakeout 02 Tie Distance 03 Free Station 04 MEAS Fi F2 F3 F4 F5 Fb e e e Leica TPS System 1000 Programs 2 3 len 25 GN Designation of keys CONT REC ESC e Shift e Shift e F1 Shift e ESC CODE Target eccentricity 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 7 the measurement data will not be recorded Erases incorrect alphanumeric input Records in a pre established format manually entered coordinates measurements or the results of calculations Quits current dialog and calls up previous dialog Changes and inputs to dialog are rejected and are not stored Displays the second level of the function keys F6 Calls ON LINE help Closes application Calls up code input or code function in measurement dialog If the reflector cannot be set up
211. th parameters such as the reflector constant reflector height and data for distance reduction This data can be altered in every application The measurement data is stored in the file selected Using the program Instrument field setup F5 The setup is called up in the main menu To start with the user profile and the file for storing measurement data can be selected in the start up display SETUP START UP DISPLAY 000 AN Select User template amp files User templ Xone bal shetbetvet pace me Rec device Memory Card w Meas file 1 FILEO1 GSI w Data file 2 wv FILE02 GSI v PT SET STN LIST _ J sho EL TE Fi F2 F3 F4 F5 F6 e 24 TPS System 1000 Programs 2 3 len Leica 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 set SETUP STATION DATA 14303 SEAELOM MO E STATION 1204 D Tages Heiche 3 TRSA m Stat Easting TOLO SE im Srat NK 9 S421 35 07 m DUM QI SN 6155 m S90 Sia Siew LL esc zo EPOR anu 5 M NENNEN F1 F2 F3 F4 F5 F6 Calling up the program The applications are called up in the main menu 4 4 Select the application required and e confirm or f f al
212. the circular curve radius the following sign rule applies With a right hand curve centre of circle right of alignment the sign is positive With a left hand curve centre of circle left of alignment the sign is negative With function Vertical Alignment a tangent a circular curve or a parabola can be inserted For the circular curve radius and or the parabola parameter the following sign rule applies If the centre of circle is above the alignment dip the sign is positive If the centre of circle is below the alignment crest the sign is negative With function Template an offset or a height difference relative to axis can be inserted For the offset and or the height difference the following sign rule applies If the point is left of alignment the offset is negative If the point is right of alignment the offset is positive If the point is above the alignment the height difference is positive If the point is below the alignment the height difference is negative With function Station Equation a number for the station equation a station ahead or a station back can be inserted With function Cross section Assignment the name of the template and the start station for this template can be inserted 304 TPS System 1000 Programs 2 3 1en O Leica Open file Shift F1 Start program FILE EDITOR from the MAIN MENU PROGRAMS dialog FilEd OPEN FILE 14 03 AM FILE ED
213. the last point staked was on the right side Rather than have the rod person cross back over to the left side it makes sense to stay on the right side and stake that position and then cross over to the left side To stake the catch point on the right side F4 Set the ACL Offset from centerline value to positive 1 500 m The offset value should be positive 0 600 m but should not require a change because that was the last offset value used for the previous right side point ae Access the POINT COORDS display Leica TPS System 1000 Programs 2 3 len 277 Refl Height 1 500 m Easting B 337 000 sn Northing 340 500 m Elevation Sile 200 mi DL 1 STAKE jp Ss a ee F1 F2 F3 F4 F5 F6 e e e To stake the offset point on the right side for chainage 25 00 F5 Activates the stakeout program The POLAR STAKEOUT display will appear x STAKE POLAR STAKEOUT 14 03 MM Tange timon 8 5 O A Hz CORTON AX DALSHe 0 010 m A Height ie IE bib O 950 im Elevation sg197 m ALL DIST mec ramor P F1 F2 F3 F4 F5 F6 e Use the normal procedure previously outlined for staking out the point F3 Records the staked out position and returns to the CROSS SECTIONS display 278 TPS System 1000 Programs 2 3 1en Leica ROAD CROSS SECTIONS 14 03 MEMM
214. the program will record A Offset A Spatial distance and APerp length of the perpendicular line Refer to figure page 94 Setto YES the display defined in the MEAS application will be used If set to NO the REFERENCE LINE default display applies Setto Ref A Height 1 will be calculated from the first base point and the reflector Set to Inter the program will calculate A Height 2 from the interpolated height of the base line at A Line of the reflector position and the reflector position itself If set to Inter the Line a option is set to NO automatically Setto ON the program will record measurement data in a log file in the format described on page 103 Enter the Log File Name 102 TPS System 1000 Programs 2 3 1en O Leica F1 F5 CONT J F6 Log File 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 Store the current configuration and proceed with dialog 1 POINT BASELINE Key to choose the different functions 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 alwa
215. 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 Turning these differences to zero the relevant target is visible Motorized theodolites will automatically drive the telescope to the specified target point if the first half set was measured successfully Complete directions must be observed for all targets within the first set A complete direction is defined as a direction observed in both faces During observation the program tests if the correct face is used As soon as the last learned target has been observed the program changes automatically to face II SETS SETS MENU Measure First Set easure Further Set Calculate Horizontal Sets Calculate Vertical Sets End Program es EST S LENT E mre come O DO O TO Too Ff F2 F3 F4 F5 F6 e e e P Start the CONFIGURATION 130 TPS System 1000 Programs 2 3 1en O Leica Measure Mode Shift e F2 F3 F4 F5 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 SETSN FIRST SET 14 03 AM Su Ag JL Seg MO gt 1 PaCS g 1L poime MOs 3 Refl Height que e m Auto Meas EE SCIRE RECEN MEER oone o
216. tion 11 Inverse 209 L Licence code 11 21 Line offset 60 Loading application programs 20 Loading system texts 19 Local coordinates 165 Local resection 165 Local station elevation 165 342 TPS System 1000 Programs 2 3 1en Leica Measurement file Measurement menu Measurement repetition Monitoring Naming files Offsets Ordinate Orientation Orientation and height transfer Orientation correction 27 32 38 44 47 84 90 168 Oriented direction Orthogonal Orthogonal stakeout PCMCIA memory card Perimeter Point measurement Polar calculation Polar stakeout Pole Polygon mode Polygonal mode Product identification Project files Radial methods Radial mode Reference line Reference point Remote height Remote point Resection Road line Road plus 336 337 337 333 333 15 237 238 241 79 83 168 27 31 43 83 62 68 334 123 124 340 209 111 53 54 49 58 303 TPS System 1000 Programs 2 3 1en 343 S Scale factor 84 Select stakeout method 74 Selecting points 336 Sets of angles 129 Sideshot 153 Sideshot point 154 155 Sideshots 147 Slope staking 285 Software upload 17 Stakeout 59 66 183 Stakeout from coordinate differences 72 Stakeout with auxiliary points 70 Standard applications 11 16 Station equations 262 300 Superelevation 261 T Three point arc 246 Tie distance 49 Timer selection 339 TRANSFER 19 20 Traverse 147 212 T
217. tion An alignment consists of the three basic components which are horizontal alignment vertical alignment and cross section template ROADPLUS reads the elements of each of these components from data files that are in GSI file format In addition a file can be created for entering cross section stations for specific locations such as points needed for the staking of superelevation points If station equations are needed ROADPLUS will read a file created for station equations and apply the appropriate corrections Data Files Each of the data files ROADPLUS reads contain the necessary information specific to the component being defined The files have unique identifiers and must be in the GSI file format Horizontal Alignment File ALN GSI La Vertical Alignment File PRF GSI Template File CRS GSI Cross section Assignment File STA GSI Station Equation File EQN GSI Leica TPS System 1000 Programs 2 3 len 249 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 an Permitted elements in the Hz alignment Straight defined by chainage and coordinates of starting point Curve defined by chainage and coordinates of starting point Radius of arc left hand curve right hand curve Spiral defined by chainag
218. toexec application F6 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 1en O Leica 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 e Leica Geosystems AG Geodesy CH 9435 Heerbrugg Switzerland Software Management Dept Phone 41 71 727 36 81 Fax 41 71 7274705 Company stamp signature Licence code for TPS 1000 applications Serial number TPS1000 Instrument type Name of application No of application Licence code Remarks Free station survey 663156 Computation of area 663196 663197 line building 663198 Sets of angles 663199 Remote height 663200 Hidden points 663213 Local resection 663267 Road Line 663216 File Editor 663217 663218 664401 664411 To be filled We confirm taking out in by a licence for the agency and applications listed forwarded above and we to Leica guarantee to pay the bra systems licence fees to Leica Heerbr gg Geosystems AG Company stamp signature General notes Units in this manual Specifications within this manual always apply to the following units Units of length in m meters in addition within brac
219. trument the name of the data file as well as date and time Record For each measurement a record will be stored containing Point No 1 Point No 2 Hori Dist Azimuth AHeight Slope Dist O Leica TPS System 1000 Programs 2 3 1en 57 Instrument User Templ Meas File Program Start Station no Point No 1 Point No 2 Point no 1 Point no 2 Hori Dist Azimuth AHeight Slope dist Point No 2 Point No 1 Point No 2 Hori Dist Azimuth AHeight Slope dist Leica VIP Tie Distance V 2 10 TCM1100 Serial 412160 not named User 1 FILE12 GSI 09 04 1996 at 01 13 1151 E 0 0000m N 0 0000m ELV 400 0000m hi 0 0000m 1020 E 31 2368m N 0 2083m ELV 400 0626m 1030 E 30 5679m N 17 8404m ELV 403 1198m 1020 1030 17 6448m 197 58 40 3 0572m 17 9077m 1040 E 57 7040m N 0 4265m H 400 1028m 1030 1040 32 2430m 336 32 14 3 0170m 32 3839m Typical log file entry in the Tie Distance program Polygonal Mode 58 TPS System 1000 Programs 2 3 1en Leica Stakeout Introduction Search Point This manual describes the STAKEOUT program of the TPS SYSTEM 1000 theodolite series The program allows points with known coordinates to be placed in the field 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
220. umber of measurements and accuracies WI 41 Code HZ RESLT or VO RESLT WI42 Number of targets WI 43 Number of observed sets WI 44 Standard deviation of a horizontal or vertical direction WI 45 Standard deviation of a horizontal or a vertical direction averaged from all sets HZ RESLT Number of observations and accuracies WIA1 Code Number of targets 4 410039 HZ RESLT 42 00000004 WI 42 Number of mR mM sets 3 52 37 43 400000003 44 00000520 45 00000370 WI 43 WI 44 WI 45 136 TPS System 1000 Programs 2 3 1en O Leica Directions averaged from all valid sets WIA41 Code HZ MEANO or VO MEANO WI42 Point number WI43 Averaged direction from all sets HZ MEANO Average from all valid sets WIAI Code Target number Average of all sets 410040 HZ MEANO 42 4 00000001 43 00000000 410041 HZ MEANO 42 00000002 43 00641040 410042 HZ MEANO 42 00000003 43 01354568 410043 HZ MEANO 42 00000004 43 01944557 WI 41 WI 42 WI 43 Differences or residuals for the points observed WI 41 Code HZ DIFF0 oder VO DIFFO WI 42 Point number WI 43 WI 48 Difference or residual HZ DIFFO0 Difference r for Hz directions and residuals v for vertical directions Code Target numbers Differences or residuals 410044 HZ DIFFO 42 00000001 43 10000000 48 60000000 410045 HZ DIFFO 42
221. unction as described in chapter Measure amp Record of System user manual Exit the program 52 TPS System 1000 Programs 2 3 1en O Leica 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 TIEDN RADIAL MODE 14 03 MEM Centen Pie 12 S Raclaiall Eu T2 Hori Dist 4 567 m Azimuth SEED 7 ip A Height 2 AS qi e DER srt is 4 946 ASN zen erone EIT PYCIUTETEE 22 52 sil ANorthing 50 063 m oe Fi F2 F3 F4 F5 F6 Center Pt Point number of the center point Radial Pt Point number of the radial point Hori Dist Horizontal distance between the two points Azimuth Azimuth from point 1 to point 2 A Height Height difference between point 1 and point 2 H H Slope Dist Slope distance between the two points Leica TPS System 1000 Programs 2 3 len 53 A Easting A Northing next point Difference in Easting between point 1 and point 2 E E The grid coordinates are only valid for oriented instruments set up on known point Difference Northing between point 1 and point 2 N N Note the grid coordinates are only relevant
222. units of measure Hectares Computed area in hectares or acres Acres 1 acre 43560 f Perimeter Length of perimeter of the current unit of measure depending on the setting of the distance unit metre or feet F1 Start a new area Resets the segment counter to zero F3 area results WI 41 Code block identification default 36 WI 42 Number of segments used Results of the last area computation will be erased The following format will be used to record calculated WI 43 Area in the current measurement units always with one decimal place WI 44 Length of perimeter in the current units of measure with one decimal place Leica TPS System 1000 Programs 2 3 1en 123 Area results recording format Code no of segments area polygon length polygon default 36 perimeter 4 4500 3 m2 3922m 41001 00000036 42 00000004 43 00045003 44 00003922 WI 41 WI 42 WI 43 WI 44 e Generate a plot of the area Continue with dialog MEASURE POINT Ay P Exit the program Plot Shows a plot of the present area 14 03 EBQ B SLr d DB gt M Fi F2 F3 F4 F5 FB e Return to the dialog RESULTS 124 TPS System 1000 Programs 2 3 1en O Leica Configuration Configuration Editor m F2 Start the Configuration Editor from the MEASURE POINT dialog
223. up of SYSTEM user manual 118 TPS System 1000 Programs 2 3 len O Leica Shift 2 F2 Start the Configuration editor F3 Deletes last completed segment Resume at the start of a new segment F4 Close the area polygon to the start point and calculates is shown in chapter CALCULATION e F5 Select arc as the next segment e Shift Shift e Shift 2 Shift e area computation will be erased Call up the CODE function area and length of perimeter The display of the results F6 Resets the segment counter to zero Results of the last Leica TPS System 1000 Programs 2 3 1en 119 Arcs Shift Q F1 F2 F3 e F2 CONT e e 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 Ensure the central angle of any arc is always smaller than 180 200 gon Three Points Determine the three points of an arc sequentially Completing the third point the program continues with Dialog Measure point page 116 AREA 3 POINT ARC 14 03 3 joxeubwnE ARC Sce aki GLa O POLNE MOs Refl Height 0 000 m Hz 9 5 50 V QP LEY Zo Siope IDLSE Bo SSS j Sieubgio Quiz 9
224. ure the distance Accept the measurement without recording Proceed with the same dialog for the next reflector If the last point has already been measured the program will proceed to the RESULT dialog The prism constant used in the program is shown in the distance measurement display during the distance measurement The prism name also shown in this display has nothing to do with the prism constant and can be ignored 114 TPS System 1000 Programs 2 3 1en Leica F4 Enter the target data For further information refer to chapter Measure amp Record of SYSTEM user manual le 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 2 REC or ALL the prism constant set in the program configuration is automatically used again This could result in errors Therefore always set the prism constant of the pole in the configuration of the program Refer to pages 112 and 113 9M a Change the theodolite face Call up the CODE function input of a code block Results Once all reflectors have been measured the program will display the results of the hidden point calculation HP If 3 reflectors are used the hidden point position obtained from the median value of the 3 combinations is
225. ve distance WI35 indicates a point to the right of the centerline A negative height difference WI36 indicates a point below the centerline positive height difference WI36 indicates a point above the centerline Foracross section file there is a limitation of 200 data blocks The maximum number of points in a cross section is 48 Atemplate file must contain at least one cross section Theentries for cross section type and slope are optional The slope entry must be attached to the last point on either side of the cross section Example 41 OEXAMPLE 42 TEMPLATE QP000123 35 10 00013000 36 10 00003000 QP000123 35 10 00010000 36 10 00005000 QP000123 35 10 00004000 36 10 00000100 QP000123 35 10 00004000 36 10 00000100 QP000123 35 10 00010000 36 10 00006000 QP000123 35 10 00013000 36 10 00003500 QP000124 35 10 00012000 36 10 00002000 QP000124 35 10 00011000 36 10 00004000 QP000124 35 10 00004000 36 10 00000100 QP000124 35 10 00004000 36 10 00000100 QP000124 35 10 00011000 36 10 00005000 QP000124 35 10 00012000 36 10 00002500 QP000125 35 10 00012000 36 10 00002000 QP000125 35 10 00011000 36 10 00002500 QP000125 35 10 00004000 36 10 00000070 QP000125 35 10 00004000 36 10 00000070 QP000125 35 10 00011000 36 10 00002500 QP000125 35 10 00012000 36 10 00002000 11
226. verse 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 trav NEW TRAV STATION 14 03 TERR Giese soi IMO Stationil00 S Mase seus 8 150 95 m Stat Eastng 2954 1 OAS m Sireta NOIMclag s 552394 177 ign Rog ce ee 523 5 959 ian Bey 50 2 SY a muc neo eor anon Shift e F3 F4 F5 F6 Shift 2 ESC CONT e Here ju CERES FERE ee CENE Fi F2 F3 F4 F5 Fb e Records manually entered station data on the active recording device The program proceeds to the MEASURE MODE dialog Set horizontal circle direction For further information please refer to chapter Measure amp Record of SY STEM user manual Import station coordinates For further information please refer to chapter Setup of SYSTEM user manual Alpha numeric or numeric input Exit the program Proceed to the DEFINE BACKSIGHT POINT MODE dialog Leica TPS System 1000 Programs 2 3 len 149 F5 or Shift e F1 F2 F3 CONT Shift e ESC Select method of orientation Three di
227. ys be appended to the specified Log file The Log file contains the following information Header The header line will contain the program used information about the instrument the name of the data file as well as dateand time Configuration each modification of baseline and reference line is stored Record For each measurement a record will be stored containing Point No as staked Easting Northing and Elevation and their delta values Leica TPS System 1000 Programs 2 3 1en 103 Leica VIP Reference Line V 2 10 Instrument TCM1100 Serial 430000 Joe s theodolite User Templ Userl Meas File FILE01 GSI Program Start 02 23 1995 at 13 00 Station no Stationpointnumber E 1000 000m N 2000 000m H 400 000m hi 1 1150m 1 BasePoint Baselinepointnumber E 1050 000m N22050 000m H 410 000m 2 BasePoint Baselinepointnumber E 1060 000m N 2060 000m H 420 000m Offset 1 0000m Line 2 6700m Alpha gt 72 45 66 H Offset 1 0000m Height REF Point no 1025 E 1055 000m N 2055 000m H 415 000m hr 1 1150m Deltas dP 4 3403m dL 3 0907m dH 1 5027m Typical log file entry in the REFERENCE LINE program 104 TPS System 1000 Programs 2 3 1en O Leica Remote Height Introduction This manual describes the Remote Height program of the TPS System 1000 theodolite series The distance and the angle between two points is calculated by the program The elevatio
228. ystem 1000 Programs 2 3 1en 173 Program concept The ALIGNMENT CALCULATION program only permits measurements in one face Before the program is started the following procedures are carried out 1 Setting user profile and name of the data file 2 Determining the instrument station and the orientation ROAD STAKEOUT requires the following input 1 Chainage for the point to be set out 2 Offset and height displacement of the point to be set out or zero point of cross section relative to axis optional 3 Selection of a point on the cross section optional On the basis of this input the coordinates of the point to be set out are determined and are transferred to the program SETTING OUT for post processing The X SECTION CHECK requires the following input 1 Measurement to ground point The parameters calculated and displayed are respectively the chainage the offset and the height difference of the point measured with respect to the centre line 174 TPS System 1000 Programs 2 3 1en Leica Alignment Selection of files The files with the definitions for the Hz alignment the V alignment and the cross sections are selected The names of the files must be in accordance with the guidelines laid down in section 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

Leica 1000Z01 User's Manual

Contents

Download Pdf Manuals

Related Search

Related Contents