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TPS1100 Professional Series

1. Station 0 000 m Refl Ht 1 500 m East 331 000 m Nort 335 000 m To set the offset stake for the right Elevation 31 000 m side of our example project STAKE Set the ACL Offset value to positive 1 500 m Note when you do this the position changes from 1L to 1 Scroll down and highlight Stake Offs Change the offset value to positive 0 600 m SAT MEN REI Activates the stakeout program See STAKEOUT Record the staked out point or CONT in STAKEOUT to return to ROAD Returns to the POINT COORDS display Road Point Coords Station 0 000 Refl Ht 1 500 m East 331 000 m Nort 335 000 m Elevation 31 000 m 5 MEN Stakeout the 0 600 m offset stake for the right side of the bike path See STAKEOUT Record the staked out point or CONT in STAKEOUT to return to ROAD TPS1100 Appl Prog Ref Manual 2 2 0en Road Stakeout and Record point continued m 1R Station 0 000 Cross Sect 0000000000FFICE Y ACL Offset 0 300 m ACL HgtDif 0 030 m Stake Offs 0 600 m Road Station amp Offset Station 0 000 Element 8 Offset 0 000
2. Max Ad Maximum allowed perpendicular deviation of plane definition point from calculated plane Log File Set to ON the program records measurement data to a log file Should be ON for local Systems since GSI file only contains instrument coordinates Log file saves local system coordinates Log FIName Enter the Logfile name Meas job Sets the measurement job to record data to Data job Sets the data job containing fixpoint coordinates Store the configuration and return to Main Menu Set the values to default Display date and version no of running application Logfile If Logfile is set to ON the measurements and the results are stored in the ASCII file specified within the Configuration This file is created in the directory LOG on the memory card Subsequently you can read out the memory card and obtain a hard copy of the Logfile If ON data is always added to the specified Log file The Logfile contains the following information Header The header line contains the program used information about the instrument the name of the data file as well as date and time Configuration Each modification of the reference plane is stored TPS1100 Appl Prog Ref Manual 2 2 0en Logfile continued Record For each measurement a record is stored containing Points defining the plane in local or instr
3. Calls the Point Selection See gt gt Measures a set of all points in Selecting the Points to be If the measurement file already face followed by all points in face Measured contains points then when this Il in the same point order Number function is called you will be asked of sets equals number of whether the points are to be repetitions overwritten I 2 1 For the instrument learn point the prism must be targeted manually Triggering the distance measurement then initiates a distance measurement and a precise determination of the angle ABC ABC ABC Measures all repetitions to each point before moving to next point Only in face Al BI Cl a 1 2 3 1 2 3 1 23 TPS1100 Appl Prog Ref Manual 2 2 0en 253 Monitoring Measurement menu continued Simultaneously measure and record data in the active measurement job Measured point becomes selectable Measure distance Record the measurement in the active measurement job Measured point becomes selectable Accept the measurement Measured point becomes selectable Quit the function after all points have been measured return to the Point Selection menu Selecting the points to be measured Select the points required for the automatic measurement here Identical point numbers can be used for different points MONIT Point Selection
4. 1 2 Refl Ht 1 650 m Record the measurement in nz BOW the measurement job V 75 4698 g Horiz Dist 52 615 m ie MEUS c 95939 To clear the displayed values ALL DIST CLEAR NNI 5 MEN EE SHIFT Exit the program Ht Diff Displays the difference in elevation between the DTM and the measured point FILL if measured point is lower than DTM CUT measured point is higher than DTM TPS1100 Appl Prog Ref Manual 2 2 0en Monitoring Data Formats DXF Format Data for DTM Stakeout may be AutoCAD DXF Format prepared in one of two formats DTM triangles are imported as 3DFACE entities from a DXF file Properties These are AutoCAD DXF or the Layers etc may be in the DXF file but are ignored by the DTM Stakeout standard Leica GSI format The files application The completion of the polygon by repeating the first or last point must be stored on the PC card is required by AutoCAD but not by the application The format is as follows 0 Start of record Files may be named with any valid 3DFACE Record is a 3D face entity DOS name and either a dxf or gsi TRIANGLE 3D face type 10 X coordinate first point extension 723573 984000 X value 20 Y coordinate first point 7663192 178000 Y value 30 Z coordinate first point 23 383000 Z value 11 X coordinate
5. X Coord X coordinate in local system Changes with telescope movement Y Coord Ad Y coordinate in local system This is always identical to Ad the distance to the plane and is 0 000 unless a distance was measured Z Coord Z coordinate in local system Changes with telescope movement Point Measurement continued Measure and record data in active Meas job and logfile if configured Measure distance Record data in active measure job and Logfile if configured Increment Point Id Clear distance and increment Ptld without recording data Return to Define Offset dialog GSI file always stores instrument system information For local system information turn Logfile ON see chapter Configuration Instrument system The Define Point dialogs for instrument systems are the same as for local systems The plane coordinate system is not defined by the user Points on the plane have instrument coordinates H 1100pr96 Define Instrument Plane The Define Plane dialog combines standard deviation and offset REFP Define Plane No of Pts 4 50 z 0 020 m Offset RI m Offset Pt CONT ADD P 5 MORE MEN No of Pts Number of points used for calculation 50 Standard deviation of the plane Offset Enter va
6. 189 GIOSS SeCllOni ii ie dae paga E EAR 190 New Cross Section File 190 Header Record 190 Insert Cross Section Point 191 erige 192 Station Equations 2 192 New Station Equation 192 Header 193 Insert Station Equation 193 MILI mE 193 Cross Section Assignments 194 New Cross section Assignment File 194 Header Record sees 194 Insert Cross section Assignment 195 Sedi eoe tegit eds 195 12 22 A NE 196 Introduction ii ee tee 196 Alignment 4444 196 Data FIGS 196 Creating Data 199 Program Overview sese 200 Getting 200 Configuration 201 Select Alignment Files 02 211 202 Horizontal Alignment File 2 222 203 Vertical Alignment 2 20 1111 203 Cross Section template File
7. Start ROAD from the program menu Aln Dir GSI vM Station 0 000 nM Horiz Aln ALNOFFICE v Element POB Vert Aln PRFOFFICE v H Offset 0 000 m SHIFT Start the Configuration Cross Secs CRSOFFICE v V Offset 0 000 m i Editor from the Select Aln Files dialog cur MN NN E Q Begin Sta 0 000 a Te ee Me PTUS End Sta 89 270 Sta Incrm 10 000 m nito b REE ria Select the alignment files To select the template point Sta Tol 0 010 m to stake back of curb edge LCONT IDEFLT Place the cursor on each file type of pavement 2 S 74H press and pick the file from the 5088035085885 displayed list Select the files The Cross Sections options display appears Enter the beginning and ending To accept the specified files station chainage the station T and check them for errors chainage increment and so forth 1R Station 25 000 all entries Horizontal Alignment File must be selected ACL Offset 1 500 Returns to the Select Aln ACL Ht Dif 0 030 Files dis la Stake Offs 0 600 SuiFT NENNEN Road
8. 203 Cross Section Assignment File 204 Station Equation File 207 File 4 209 Stakeout Using Horizontal Offset 210 Preparing for the 210 SEMI 215 Select Template point and offset 216 Stakeout and Record point 219 TPS1100 Appl Prog Ref Manual 2 2 0en Has NEP Contents continued Horizontal Offset Stake Out Summary 222 Select Alignment Files 222224221 222 Set offset value and select point to stakeout 222 Stakeout the point essen 223 Select new 223 Slope Staking 224 Reference 227 Data Formats sisser 229 Horizontal 2 0 229 Vertical 4 232 Cross eassa 235 Cross Sections Assignments 238 Station Equations sese 240 Log File e teen ratto eine 241 PANO
9. 3 1 66 66 Constant reference elevation 67 Interpolated reference elevation 67 Reference Line 68 Baseline Points essen 68 Determine Base Points 68 Define Reference Line 69 Reference Line Results 70 Line and 0 72 Enter L amp O values 72 L amp O Results dialog sess 73 Method Dialog 74 75 Configuration 75 Log eee aes 77 Remote 79 16 79 Measure Base Point 79 Measure Remote 81 CONTIQUPATIO Mis 82 Hidden Point eee eccciuco inia uuu ceu ncs 83 aui foro 83 Measure ROO a 84 dann 85 CONTIQUIANON aa Ds 86 Example of Measurement data 87 Poir
10. 51100 Appl Prog Ref Manual 2 2 0en Stakeout Stakeut from Coordinate Differences 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 1100pr13 Values for AEast and ANorth will be updated each time a new distance is measured STAKE Grid Coordinates Point Id 12 Refl Ht 1 65 m AEast 1 430 m ANorth 1 550 m AHeigth FILL 0 982 m Elevation 0 750 m DIST SHIFT MEN 13 770 E22 EET s Point Id Point number of the point to be staked Refl Ht Reflector height used at target point A East Displacement of the reflector along the East coordinate axis A North Displacement of the reflector along the North coordinate axis A Height Difference in height between the measured reflector point and the stakeout point Positive in sign if stakeout point is higher than the reflector position Elevation Elevation of the measured reflector point TPS1100 Appl Prog Ref Manual 2 2 0en aT Stakeout Select Stakeout Method Stakeut from Coordinate Differences continued Simultaneously measure and SHIFT Generate a plot of the SH
11. 131 si TTE E E TEN 133 isa eere dees etre 134 Configuration Editor eene 134 Dual face Measurement 2 134 Multiple Measurement 2 135 LOG 136 Local Resection 138 Introduction 138 Station Data 138 Target Point 139 139 140 Configuration 140 Dual face Measurement 141 142 142 Configuratio eee eret errant rea redes 143 Function selection COGO Menu 144 Inverse polar calculation 2 044 144 cur ER 146 Defining direction by magnetic bearing 147 Defining direction by Azimuth 148 Defining horizontal distance 149 Traverse results 4 150 Intersections 151 Bearing Bearing Intersection 151 Bearing Distance Intersection 154 Distance Distance Intersection 157 Intersection by Points 4 22 22 1
12. 87 Application notes sese 88 89 2 89 Measure 89 Straight lifie 3 reto nr IRE SERI ERES ons 89 amp T 90 Calculation 92 do eatin eas 93 94 Configuration 94 Dual face Measurement 95 Boule 95 TPS1100 Appl Prog Ref Manual 2 2 0en ETSI Contents Contents continued Sets OF Angles 97 Introduction 2 nnn 97 Sets 022840 98 Sets MOM naddo 2 98 Measure Mode sccecccceeccccseessseseceeeceeeeeeeeansseeeens 98 Calculate Mode 106 Examples and used formulae 114 Configuratio N E 116 Configuration 116 LOG FENG 118 Example of Logfile 118 liri e 124 1 CUO PE ERR TETTE D 124 Traverse 125 Traverse 125 New traverse 4 000 125 OCCUPY 129 Traverse Point Sideshot 130 Close traverse
13. BSED Ht Shift Vertical shift applied to the whole alignment Set this to zero in this example Sta Incrm The station chainage increment set in the configuration is displayed If desired a new value can be entered Station Enter the station chainage to be staked Element This displays the element for the chosen station chainage such as POB PC CURVE etc H Offset Horizontal offset to apply to the current chainage Set this to 0 6 to stake the left side and 0 6 to stake the right side of the bikeway in this example V Offset Additional vertical offset to apply to the current chainage TPS1100 Appl Prog Ref Manual 2 2 0en Road Preparing for the example continued Press to stakeout the centerline point at the specified station chainage Depending on your program configuration you may see the coordinates of this centerline point or you may go directly to the STAKEOUT program Allows you to take a measurement and determine the station chainage and offset of that measurement You may then use the station chainage of that measurement to stake out a cross section point if you desire Press to change between cut and fill templates FillS is shown when a cut template is active CutS when a fill template is active pli Allows you to view the active station equations if you specified
14. Cross Section B Intermediate Cross Section A N 8 No Superelevation Road TPS1100 Appl Prog Ref Manual 2 2 0en 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 during the design process Inserting or removing a curve would require re calculating the stationing of an entire alignment Using station equations eliminates this Station equations can create either a gap or overlap as shown in the following diagrams Gap Station Equation Station Back 10 000 Station Ahead 15 000 RPLUS14 123 4 5 6 7 8 9 10 15 16 17 18 19 20 21 22 23 RPLUSO6 TPS1100 Appl Prog Ref Manual 2 2 0en 207 Road Station Equation File continued Overlap Station Equation Select the station equation file Station Back 13 4000 Station Ahead 74 000 A dialog box appears with a list Move the cursor to the file needed and press When all files have been selected Continues to display Station amp OFFSET Prior to the Station amp OFFSET display appearing you will see a brief message about checking for errors in the selected files RPLUS15 RPLUS16 78 9 10 1112 TPS1100 Appl Prog Ref Manual 2 2 0en 208 Road File Checking During the file checking process each file is
15. Am Direction Forward V Station 5 Direction Select the direction you wish to search from the current record Station Input the Station for which you wish to search Press this key to search for the input Station Vertical Aligmments New Vertical Alignment File You will see this dialog if you selected File Type Vert Align and pressed CREAT on the previous dialog REdit Create File Am File Type Vert Align File Decimals 3 Dec Y CONT Displays the type of file that is being created File Name Input any 5 character DOS legal file name TPS1100 Appl Prog Ref Manual 2 2 0en File Editor New Vertical Alignment File continued Decimals Select the number of decimal places to be used in this file Press to create the new file and continue to the Header Record dialog Go to Dialog View Edit Header Record Header Record You will see this dialog if you created a new or selected an existing Vertical Alignment File REdit View Edit File Am 1 1 Job Id JOB ID File Id OVALIGNM Filte Type
16. SHIFT Start the CONFIGURATION Quit program TPS1100 Appl Prog Ref Manual 2 2 0en Local Resection Target Point This dialog is similar to the TPS1100 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 Point Id 12 Point Code Refl Ht 1 300 m Hz 8 2210720 V 90 19 52 Horiz Dist DIST REC TARGT Ht Diff 1 002 m East 231 463 m North 5 56 785 m Elevation 72 235 m 1 Simultaneously measure and record data in the active measurement job Measure a distance Record the measurement in the active measurement job Accept the measurement ISHIFT Enter target data see User Manual Change the theodolite face Calculation In this dialog the calculated station coordinates are shown with orientation LRes Local Resec Results EW Station Id 1 East 3 369 m North 0 569 m Elevation 0 235 m Hz Ori 135234756 SET STORE 5 Station Id Station point number East Calculated E local for the station North Calculated N local for the station Elevation Calculated Elevation
17. WI39 ALine or WI 11 Point Number of target WI 35 Offset WI 37 A Perpendicular WI 39 A Spatial distance Depending on the settings in the Configuration dialog a log file is also generated Return to Define Reference Line dialog SHIFT Display ALine from P2 Exit the program e TPS1100 Appl Prog Ref Manual 2 2 0en IEEE Reference Line Line and Offset Enter L amp O values CAM e DesignElev enter from Ref Line Elevation of the point to be staked Line and Offset is started from the Offset 1 555 m Define Reference Line Arc dialog Noe Points with known offset values from Continue to L amp O Results the reference can be staked out with ERI DONE NNI dialog this function SHIFT ae mode with EDM mode TRK RTRK distance measurement is Point started Point number of the point to be 2 staked Return to Define Reference 2 Line dialog S Offset Offset Perpendicular offset of the pointto be Exit the program staked Offset to the right of the reference Bene Offset to the left of the reference 1100pr86 Line or Arc Line offset from first point along reference Line in the direction of the line Line in the opposite direction of the line TPS1100 Appl Prog Ref Manual 2 2 0en Reference Line 1
18. e d dial Dist Azimuth 02002007 proceed to dialog Distance FCONT 7 Azimuth Display of entered Azimuth 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 Defining horizontal distance COGO V Traverse Distance to Traverse 0 000 m 0 000 m Horiz Dist Offset CONT INV RCALL MEN QUIT 7 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 Accept displayed values and proceed to dialog Traverse results TPS1100 Appl Prog Ref Manual 2 2 0en 149 6060 Defining horizontal distance continued Determining the distance by means of the function Polar calculation refer to chapter Inverse Entering horizontal INPUT distance RCALL Call up of a distance which has been previously stored using the function Polar calculation Distance Exit the program Changing the distance refer to dialog Modify ISHIFT SHIFT e US MODIFY DISTANCE H
19. GSI Template File CRS GSI Cross section Assignment File STA GSI Station Equation File EQN GSI The three letter prefix 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 as a GSI file and must be used TPS1100 Appl Prog Ref Manual 2 2 0en 196 Road Data Files continued 1 Permitted elements in the Hz Curve In alignment Straight Curve Spiral defined by station chainage and coordinates of starting point defined by station chainage and coordinates of starting point and Radius of curve left hand curve right hand curve Curve out between a Straight and a Curve defined by station chainage and coordinates of starting point and Parameter of spiral negative parameter spiral into or from left hand curve Clothoid transition between a Curve of larger radius and a Curve of smaller radius defined by station chaingage and coordinates of starting point and Radius of larger curve and Radius of smaller curve Clothoid transition hetween a Curve of smaller radius and a Curve of larger radius defined by station chaingage and coordinates of starting point and Radius of smaller curve and Radius of larger curve End of project EOP station chainage and coordinates of end poi
20. Measure Mode This dialog is similar to the TPS 1000 s basic Measure Mode dialog Once a measurement is taken the program will return to the dialog Target Point to acquire the next point for measuring If the orientation correction can be calculated successfully from any of the first measurements the AHz and values are displayed for further entered target point Motorized theodolites will automatically drive the telescope to the target point Orientation and Height Transfer Measure mode continued Point Id 8 1 HZ B 216 55 50 8 71 16 20 Refl Ht 1 300 m 385 231 m Slope Dist AHZ 8 DIST 5 MEE 55294 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 Point return to the dialog Target TPS1100 Appl Prog Ref Manual 2 2 0en SHIFT SHIFT Accept the measurement and Enter target data see User Manual Change the theodolite face Exit the program Calculation Calculates the orientation the elevation and the respective standard deviations Station Id 10 No of Pts 5 Inst Ht 1 635 2134 234 4723 365 521 643 East North Elevati
21. V Offset 0 000 m CONT lt 5 5 gt C Taur 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 Eu Exits from the Cross Sections display and returns to the Station amp Offset SHIFT lt EE a e Moves to the next station chainage you also may enter a new station chainage The Station amp Offset display will change to reflect the new station location Brings up the Cross Sections display 1R Station 25 000 Cross Sect 0000000000FFICE Y ACL Offset 1 500 m ACL HgtDif 0 030 m Stake Offs 0 600 m RR QUIT In our example 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 TPS1100 Appl Prog Ref Manual 2 2 0en 220 Road Stakeout and Record point continued 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
22. 262 Point Measurement 263 Config ration 2 cierre 264 Eere iile 264 DTM Stakeout 266 Introduction 2 4 4 1 266 Select DTM 0 22 266 Measurement Dialog 267 Data Forrnals iie e terit acuerdo ino tas 268 DXF FOMA T TII 268 Leica GSI 269 LOG FIG ES 271 TPS1100 Appl Prog Ref Manual 2 2 0en Introduction The electronic theodolites and total stations in the TPS System 1100 are equipped with programs for processing field data and control point coordinates The systems are therefore highly functional and classical survey tasks are simplified appreciably 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 possibilites are described in the instructions for the individual programs TPS1100 Appl Prog Ref Manual 2 2 0en Calling up a program The TPS1100 keyboard is equipped PROG e with a program key Pressing this key will display a menu with all programs installed on your instrument Licence Code
23. TPS1100 Appl Prog Ref Manual 2 2 0en Set offset value continued Stakeout the point Select new chainage or Set the ACL Offset value This Station 0 000 nM Station 0 000 nM is th f li Refl Ht 1 500 m Element 8 POB value is the distance from centerline East 331 000 m H Offset 0 000 m of the point you want to stake Northing 335 500 m V Offset 0 000 m Elevation 31 000 m Move the cursor to Template and pick the cross section template to Ei CONT XSEC lt ST ST gt STA use then set the Stake Offs stake offset value If the point is left of the centerline enter the offset value as a negative value 5 NENNEN 5 5 gt 1 5 The stakeout program will Select a new station 22 start with the polar stakeout or chainage you also method being used See may enter a station chainage STAKEOUT Record the staked out point or Select the point to stake out CONT in STAKEOUT to return to and the offset ROAD Repeat the procedure outlined in sections Set offset value and select point to stakeout through Select new chainage Continue in this manner until all points have been staked TPS1100 Appl Prog Ref Manual 2 2 0en 223 Ro
24. dS CR A 30 Calling up a program 11 laige oltre e PEE 30 Licence 1 11 Polygonal Mode 000000 22 00 30 Radial 2200 30 Orientation and Height Transfer 12 Measure 31 Introduction 044 000000 089 0002 12 2222 PEE 32 1 1 4 00000000000 404441 12 an EY 33 ong CS 13 Configuration Editor ees 33 Measure Mile E yes 13 Dualdase Measurement 34 Calculation 4 0112 14 Eog MRNA 35 More 16 Ph cc ee mU DE EE 17 Stakeout eren 37 Configuration 18 Pon stirs 37 Configuration 18 cleri 37 Dual face Measurement sse 20 Manual 38 Log file sss 20 Coarse 38 Line 20 022 00 39 Resection ud ULL MC CUL LIC 22 Orthogorial ita eite prece sede ee reges epe D 40 Introduction PE 22 Asimuth and Distance enn 41 Station Data 2 22
25. import a point from a file 2 and use it to compute the station chainage and offset Select Template point and offset The first step in the procedure is to select a point on the cross section to be staked and enter the offset Access the cross section options Road Cross Sections 3 m iL cM Station 0 000 Hght Shift 0 000 m Cross Sect 0000000000FFICE Y ACL Offset 1 500 m ACL HgtDif 0 030 m CONT CATCH CENTR FILLS Stake Offs 0 000 m S OffsetHt Prev Elem Y H Offset 0 000 m V Offset 0 000 m SHrT NENNEN 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 C Indicates that a cut template is active An F would indicate that a fill template is active Chainage Displays the current chainage Hght Shift Displays the vertical shift if any applied to the whole alignment Template Displays the template name being used TPS1100 Appl Prog Ref Manual 2 2 0en 216 Road Select Template point and offset continued ACL Offset Offset Activates the slope staking Displays the horizontal distance of Horizontal offset to apply to current options the template point from centerline chainage for left Move along the current cross Ht Offset section from right to left ACL Hgt D
26. 5 50 Point Id 1000 Selected On Hz B 281 47 05 V d 92 15 36 Slope Dist 254 254 m LDONE POSIT SHIFT MEN T E I Selected On Off activates and deactivates current point Ends Point Selection and returns to previous dialog Display the next point in the file SHIFT Positions telescope to displayed target Deactivate all points SHIFT Activate all points TPS1100 Appl Prog Ref Manual 2 2 0en aa Monitoring Timer selection MONIT Timer Selection lt 8 Beg Date 25 10 99 Beg Time 08 30 00 End Date 25 10 99 End Time 17 00 00 Delay Oh 45m CONT sir MEN Beg End Date Time Enter beginning date and time as well as end date and time End time must be later than beginning time and current time for measurements to start Delay A delay of up to 99 hours and 59 minutes can be set Delay is from beginning to beginning i e if a complete measurement with all repetitions takes 30 minutes and delay is set to 45 min there will be a 15 min pause after the end of the measurements before the instrument starts to measure again If Delay is shorter than measurement time instrument measures continuously Go back to Main Menu after completing all settings Point measurement Dial
27. CONT scr MODIF QUIT 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 Accept displayed values and proceed with dialog Distance to Traverse Determining the direction by means of the function Polar calculation refer to chapter Inverse d INPUT Enter quadrant magnetic bearing RCALL Call up of a direction which has been previously stored using the function Polar calculation Changing the direction Pia see under existing dialog box MODIFY BEARING SHIFT Exit the program Modify Bearing Am NorthEast 0200700 Multiply Divide Add 8 0 00 00 Subtract 0 00 00 Northeast 0 00 00 LCONT 5 MEE e NorthEast Display of entered magnetic bearings Multiply Entering multiplication factor Divide Entering division factor TPS1100 Appl Prog Ref Manual 2 2 0en 060 Defining direction by Azimuth Defining direction by magnetic bearing cont Add E
28. Header Record You will see this dialog if you created a new or selected an existing Station Equation File REdit View Edit File EW E 1 1 JOB ID ASSIGNMT Job Id File Id RENI 5 NENNEN Job Id You may edit the Job Identifier offered here or accept the default offered File Id The File Id of a Cross section Assignment File is ASSIGNMT and may not be changed TPS1100 Appl Prog Ref Manual 2 2 0en Road File Editor Insert Cross section Assignment You will see this dialog if you selected INS on the Header Record dialog in a Cross section Assignment File REdit View Edit File Am y m 2 2 Template TEMPLATE Station 0 000 m INS DONE SHIFT MEE DEL E ESSERI 2 Template The name or number of the Cross Section to be assigned Station The Station at which the assignment begins Search You will see this dialog if you selected SEARC on the previous dialog REdit Search Direction Forward v Station MENNEENEIIZEN SEARC d MEN EE Direction Select the direction you wish to search from the current record Station Input the Station for which
29. Return to the results dialog TPS1100 Appl Prog Ref Manual 2 2 0en 58 Free Station 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 reSt More Info 9 10 Point Id 12 Pt Status Error Flag NONE AHz 3 020003 ADist 0 050 m RECLC lt gt MEAS DEL AHt 0 020 m Refl Ht 1 555 m East 991 427 m North 1995 162 m Elevation 402 466 m NENNEN EE ERE 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 Point Id The target point number Pt Status ON Measurements to target point used for calculation Ignore Elev Target point elevation disabled measurements for elevation determination not used in calculation Target point disabled measurements to point NOT used for calculation OFF 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 A Hz Difference between calculated and measured Hz angle A Dist Difference between calculated and measured distance AHt
30. When starting certain programs it can happen that a licence code is requested The licence code is needed to run the program with full functionality Without licence code you can run the programs in a demonstration version but you will not be able to calculate and store the results The licence code is available from your Leica Geosystems agency who will inform you about licence fees for code protected programs Introduction Orientation and Height Transfer and Height Transfer Introduction This manual describes the Orientation and Height Transfer program of the TPS1100 Professional series A e S 2 1st target 2nd target E N H 1100pr02 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 TPS1100 Appl Prog Ref Manual 2 2 0en 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 You may use target points with elevation only The program handles a maximum of 10 points Target Point Enter the target point number and height of the reflector ri Target Point
31. Application Programs Reference Manual Version 2 2 English TPS1100 Professional Series Congratulations on your purchase of your programs for a TPS1100 Professional Series in the System instructions refer to chapter Safety directions Read carefully through the User s Manual before you switch on the instrument For safe system use pay attention to the important safety regulations NN 7 TPS1100 Appl Prog Ref Manual 2 2 0en D Product identification TPS1100 Appl Prog Ref Manual 2 2 0en The instrument model and serial number of your product are indicated on the label in the battery compartment Enter the model and serial number in your manual and always refer to this information when you need to contact your agency or authorized service workshop Type Serial no SW version Language Product identification Used Symbols 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 gt WARNING Indicates a potentially hazardous situation or an unintended use which if not avoided could result in death or serious injury gt CAUTION A Indicates a potentially hazardous situation or an unintended use which if not avoided may result in minor or moderate injury and or appreciable material financial and environmental damage Impor
32. Press this key when you have completed the edits of the current record and are ready to insert a new record New records will always be inserted after the currently displayed record in a Horizontal Alignment File Press this key when completed all edits in the current file Press this key to display the record before the currently displayed record in this file This key label will not be displayed if the current record is the first record in the file Press this key to display the record after the currently displayed record in this file This key label will not be displayed if the current record is the last record in the file Press this key to import the E coordinates of a point in another file TPS1100 Appl Prog Ref Manual 2 2 0en 183 Road File Editor Insert Circular Curve continued Press this key combination to delete the currently displayed record in this SHIFT file This is not available if the Header Record is displayed Press this key combination to display the first record in this file Press this key combination to display the last record in this file ISHIFT ISHIFT Press this key combination to search for a particular record in this file Go to Dialog Search SHIFT Search You will see this dialog if you selected SEARC on the previous dialog REdit
33. SEARC MEAS INPUT VIEW __ 7 0 Q m Search for the coordinates the first second point in the datajob If Bearing is selected in the configuration for Direc Type then the following dialog box appears COGO V Bearing 1 Direction from 1st point Quadrant NorthEast Offset 1 0 00 00 0 000 m LCONT INV MEE MOD GRE E Quadrant Enter quadrant First or second straight lines 1 Northeast 2 Southeast 3 Southwest 4 Northwest 51100 Appl Prog Ref Manual 2 2 0en 060 Bearing Bearing Intersection continued NorthEast 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 Offset Entering parallel displacement Only active if YES is entered in the configuration during Offset Left negative parallel offset Right positive parallel offset Accept displayed values Determining the direction by means of the function Polar calculation refer to chapter Inverse INPUT Enter bearing mangnetic bearing resp azimuth if Azimuth is selected in the configuration during Direc Type RCALL Call up of a direction which has be
34. Stakeout The program Stakeout assumes that the instrument is set and oriented to a known point If Point Id has not been entered the function is not available Exit the program SHIFT Intersections Call up the function Intersections from the COGO MENU 0 0 Intersections 1 Bearing Bearing 2 Bearing Distance 3 Distance Distance 4 Intersection by Points 5 End Intersections NENNEN Bearing Bearing Intersection 1100pr69 Search Coordinates of intersection E N Given point 1 E N direction magnetic bearing or azimuth point 2 E N direction magnetic bearing or azimuth TPS1100 Appl Prog Ref Manual 2 2 0en 151 COGO Bearing Bearing Intersection continued Measuring the first second Station coordinates and point of the straight line orientation need to have been set correctly before the coordinates of point 1 and or 2 can be determined by measurement Call up the function Bearing Bearing from the menu Intersections line Search and display the coordinates of the point found in the active data job Exit the program Manual entering of the first second point of the straight 15 Bearing From E SHIFT Data Job FILEO2 GSI A Y Search for PointId E N PointId 5 58
35. Station coordinates and orientation need to have been set correctly before the coordinates of any point can be determined by measurement up the function Intersection by Points from the menu Intersections COGO ist Point of 1st Line EW Data Job MYFILE GSI A v Search for PointId E N Point Id 60 SEARC MEAS VIEW srirT Search for the coordinates of the 1st point of the first line and 2nd point as well as points defining second line in the active data job e Determine the point by measurement Manually enter the point coordinates Search for and display the coordinates of the point in the active data job ISHIFT Exit the program TPS1100 Appl Prog Ref Manual 2 2 0en 160 060 Intersection by Points continued Offsets The following dialog shows the Return to Intersections a Call up the function Offsets in results of an Intersection by Points dialog the COGO MENU coG0 Inters by Pnts Resultaw Store the following results cc 7 Point Id e i 1 Distance Offset East 1 200 000 m the active measurement data 2 Set Point by Dist Offset North 150 000 m file 3 End Offsets Elevation WI 11 Station point number WI 81 Easting coordinate EN WI 82 Nor
36. cHirr MEN E File Type Displays the type of file that is being created File Name Input any 5 character DOS legal file name Decimals Select the number of decimal places to be used in this file TPS1100 Appl Prog Ref Manual 2 2 0en Road File Editor Header Record You will see this dialog if you created a new or selected an existing Station Equation File REdit View Edit File 7 N wi t JOB_ID OSTAEQTN Job Id File Id B ESSERE ED Job Id You may edit the Job Identifier offered here or accept the default offered The Job 10 is used by Road to determine which project data files are likely to be associated together File Id The File Id of a Station Equation File is STAEQTN and may not be changed Insert Station Equation You will see this dialog if you selected INS on the Header Record dialog in a Station Equation File REdit View Edit File Am NN Sta Eqn 0 Ahead 0 000 0 000 BUNELDUGEZE SHIFT EZ Sta Eqn The number starting from 1 of the equation in the Horizontal Alignment Ahead The value from which the Stationin
37. eee Point Id 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 Ht Diff Height difference between the remote point and the base point ground East Calculated Easting for the remote point North Calculated Northing for the remote point Elevation Calculated Elevation for the remote point Return to the Measure Base Point dialog Record the measurement in the measurement job Enter the target data see User Manual Exit the program Remote Point AHt Diff Base Point 1100pr15 TPS1100 Appl Prog Ref Manual 2 2 0en Remote Height Configuration Depending on the configuration that is loaded onto your TPS1100 instrument you may not see some or all of the options referred to below See your Leica Geosystems dealer for more information about the configuration of your instrument Start the Configuration Editor from the Measure Remote point dialog REMHT Configuration Em ISHIFT e e User Disp v Hz Pos Tol 0 200 m Rec AHt 8 NO v Meas Job FILEO1 GSI v Data Job DEFAULT GSI v Ku SHIFT NENNEN The Configuration Editor
38. 15 Point of Baseline Data Job FILEO1 GSI v Search for PointId E N PointId 12 MEAS Eu VIEW dialogs to enter the Arc points are the same and will not be described here Search the coordinates of the point entered in the active data job Proceed to determine the base base point by a measurement Search and display the coordinates of the point found in the active data job Exit the program Manually enter the first base point SHIFT TPS1100 Appl Prog Ref Manual 2 2 0en Reference Line 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 Ht offset value With Edit Elev the height of each point can be set separately Line and Angle values cannot be set for reference arcs REFL Define Reference Line EW 1st BasePt 12 2nd BasePt 13 LineLength 15 211 m Offset 1 000 m Line 3 1 558 m 8 290339 180 Ht Offset 0 500 m sHirr EN EE 1st BasePoint The first base point that defines the base line 2nd BasePoint The second base point that defines the base line LineLength
39. 160 GEI M EE 161 162 Orthogonal point calculation 164 Three Point 167 TPS1100 Appl Prog Ref Manual 2 2 0en DID Contents continued Road File Editor 169 Introduction 169 Open 173 Coordinate Data Files 174 New Coordinate File 174 Insert Point Coordinates 175 Insert Station Coordinates 176 Insert Code BIOCK 5 178 iiie nce taht 179 Horizontal Alignment Files 179 New Horizontal Alignment 1 179 Header Record 180 Insert 181 Insert Circular 183 II RT DP 184 Vertical Alignment seen 184 New Vertical Alignment File 184 Header 2 vas ecco 185 Insert 442242422 186 Insert Circular 187 Insert 20 2 188 Search
40. 2 Set 1 Residual 0 00000g average 0 000000 Set 2 Residual 0 00000g average 0 000000 Set 3 Residual 0 00000g average 0 00000g 2 Point Id 3 Set 1 Residual 0 00034g average 38 803930 Set 2 Residual 0 00064g average 38 80295g Set 3 Residual 0 00029g average 38 80388g 3 Point Id 5 Set 1 Residual 0 00003g average 90 63357g Set 2 Residual 0 00020g average 90 63381g Set 3 Residual 0 00017g average 90 63344g Vertical set results 3 Sets measured with 3 points each Standard deviation of any measurement 0 00057g Standard deviation of mean from all measurements 0 00033g continues next page TPS1100 Appl Prog Ref Manual 2 2 0en Sets of Angles Example of Logfile Data continued 1 Point Id 2 mean direction Refl Ht Prism Type Prism Constant 2 Point Id 3 mean direction Refl Ht Prism Type Prism Constant 3 Point ld 5 mean direction Refl Ht Prism Type Prism Constant Results of single sets 1 Point Id 2 average average average 2 Point Id 3 average Set 1 Residual Set 2 Residual Set 3 Residual Set 1 Residual 64 56104g 0 00000m Leica refl tape 0 03440m 62 15225g 0 00000m Leica refl tape 0 03440m 74 12466g 0 00000m Leica refl tape 0 03440m 0 00022g 64 560819 0 000429 64 560619 0 000649 64 56168g 0 00030g 62 15195g TPS1100 Appl Prog Ref
41. 3 point arc TPS1100 Appl Prog Ref Manual 2 2 0en 1100 52 Measure Mode continued Import target coordinates Enter the target data see User Manual SHIFT Start the Configuration e editor SHIFT Deletes last completed segment Resume at the start of a new segment Close the area polygon to the start point and calculates area and length of perimeter The display of the results is shown in chapter Calculation ISHIFT SHIFT Select arc as the next segment SHIFT Quit the Area program Ares During measurement you can choose the ARC function to measure an arc defined by 3 radial points or 2 points and radius Select the wished ARC function after having measured the first point of arc Ensure the central angle of any arc is always smaller than 180 200 gon Three Points Determine the second and third points of an arc sequentially Completing the third point the program continues with Dialog Measure point AREA 3 Point ARC Am 3 point ARC second point Point Id 1 Refl Ht 0 000 m Hz 95 55 50 V 91216720 Slope Dist ALL DIST CONT TARGT IMPOR Elev Diff East North Elevation 5 MEME 7E EL Simultaneously measure and record data in the active measurement job 5 Mea
42. DIST SHIFT Simultaneously measure record in the active file Proceed with the same dialog for the next prism If the last point has already been measured the program will proceed to the RESULT dialog Record the measurement in the active file and proceed with the same dialog for the next prism If the last prism has already been measured the program will proceed to the RESULT dialog Accept the measurement without recording Proceed with the same dialog for the next prism If the last prism has already been measured the program will proceed to the RESULT dialog Enter the target data see User Manual Measure the distance Note When using the Hidden Point program you must NOT change the target properties with the TARGT function except to set the ppm for the measurements The prisms on the hidden point rod MUST be defined in the CONFIGURATION of Hidden Point Change the theodolite SHIFT SHIFT Press this key combination to quit the Hidden Point program at any time TPS1100 Appl Prog Ref Manual 2 2 0en Hidden Point Result Once all reflectors have been J measured the program will display the results of the hidden point calculation Using 3 reflectors the mean values of the HIDDEN POINT are displayed HDNPT Results Point Id
43. E 244 IntrodUctlon 244 Configuration Options 244 Notes on 246 Measurement and Recording 248 Notes on Measurement 250 Example of Logfile 250 MONItOTING 251 INTPOGUCUOMN 251 Main MEN 252 Selecting 0004 2 252 Measurement menu 2 253 Selecting the points to be measured 254 Timer selection iieri eere eats 255 Point measurement 42 2 255 Reference Plane 256 Introduction 2 1 4 256 Reference Plane Menu 257 Local system Plane definitions 258 Vertical Plane 2 258 Tilted PIANC Pv Sea rera don 258 Define 4 4 259 Define Local Plane 260 Results Dialog ott treten 260 Offset 261 Point Measurement 261 Instrument system sse 262 Define Instrument Plane
44. Entire length of Baseline Offset Establishes the displacement parallel to the base line For Arcs the offset is radial and applied to each point separately arcs are not shifted 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 Ht Offset Displaces the base line parallel in height Accept parameters as displayed and proceed to the REF LINE RESULTS dialog If instrument is LOCK mode with EDM mode TRK RTRK distance measurement is started Go to Line amp Offset and stakeout points with known offset values from reference Return to Menu to define a new Base Line Arc TPS1100 Appl Prog Ref Manual 2 2 0en Reference Line Reference Line Results The Reference Line Results dialog displays the data of the measured point referring to the reference line as shown below Measured Point 1100pr20 1st Ref Point REFL Reference Line Results Point Id Refl Ht 1 530 A0ffset 0 020 m ALine 1 468 m AHt 7 0 558 m APerp Dist 0 039 m 4 ALL DIST DONE ASpat Dist 3 020 m Elevation 103 020 m MEN Point Id The point number of the stakeout point A Offset Perpendicular Offset A Offset To the right
45. MEAS E d 5 MEE e E Meas job Select the measurement job to record measured data to Control The points to be used during the measurement can be learned or taken from a previously stored data file by selecting either Learned or a GSI file Total Pts Total number of learned or recorded points Select Pts Number of points selected for measurements MeasMethod There are 4 measurement methods to choose from lt gt Measures all repetitions in face followed immediately by all repetitions in face Il at each point Instrument stays in closest face i e if last face at point A is face Il then first face at point B is face II Al All BI et a 1 2 3 192 123 1238 122 1 Monitoring TPS1100 Appl Prog Ref Manual 2 2 0en Selecting Points continued Measurement menu gt lt Measures loops of all points in Go to Main menu after all MONIT Learn Point iw face followed by all points in face points have been activated and Point Id 1000 x Refl Ht 0 000 m Il in the inverse sequence of MeasMethod selected Hz 281 47 05 points Number of loops equals the M TT a 522522204 m oriz Dist number of repetitions Calls the Measurement menu for first time point a CONT DONE 1 1 ll 2 1 II 3 1 measurement See measurement QUIT ABC CBA ABC
46. Manually enter the stakeout point SHIFT Allows program configuration Bz If the instrument is in LOCK mode with EDM mode TRK RTRK and no Coarse Mode selected pressing F1 SEARC starts the distance measurement TPS1100 Appl Prog Ref Manual 2 2 0en Stakeout Manual Stakout Manual Stake allows to enter a point given the azimuth and the distance The azimuth and the horizontal distance from the station to the point to be staked must be entered manually ISTAKE Manual Entry Point Id 1 Azimuth T9 Horiz Dist Elevation TAKE l d NENNEN ERE Point point Id of the point to be staked Azimuth Azimuth from the station to the point to be staked Horiz Dist Horizontal distance from the station to the point to staked Elevation Elevation of the point to be staked Confirms the entry and proceeds to the Coarse Positioning mode Depending on the configuration of the stakeout method the program may proceed to the Stake mode Positioning Once the coordinates of the stakeout point have been acquired the program proceeds to Coarse Positioning Coarse positioning is an optional step for approximate positioning preceeding the iterative stakeout process It may be used to direct the rod person from the point that has just been staked to the next poin
47. Sets The general display format is the same for horizontal directions vertical directions and slope distances The data displayed refer to the calculation function selected from the Sets Menu Standard deviations of a single direction in both faces oSingl Dir and the standard deviation for an averaged direction from all sets cAvg Dir 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 in this case can be calculated using the recorded data and a suitable computation method SETS Hz Set Results Pts Active Set Active oSingl Dir oAvg Dir 0 00 17 Kcu E Pts Active Number of observed points used in the calculation Sets Active Number of observed sets used in the calculation oSingI Dir Standard deviation of one observed horizontal or vertical direction ok slope distance oAvg Dir Standard deviation of an average direction ok slope distance from all sets Results of sets of angles are recorded in the Meas Job For details see dialog FORMATS AND MORE INFORMATION Show the results of individual m
48. 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 e ISHIFT SHIFT SHIFT e TPS1100 Appl Prog Ref Manual 2 2 0en Stakeout Stakeout Various methods can be used depending on the Stakeout Mode set Polar stakeout Orthogonal Stakeout Stakeout with auxiliary point Stakeout from Coordinates Differences Grid coordinates For more information refer to chapter Select Stakeout Method Motorized instruments can drive the telescope to the horizontal and vertical direction of the point to be staked Polar Stakeout 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 to
49. Station Data Station Id 1 Inst Ht 1 555 m 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 Lp e SHIFT y oil You may use target points with elevation only Proceed to define the target points 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 the position coordinates at least three elements 2 directions and 1 distance are necessary Start the e CONFIGURATION TPS1100 Appl Prog Ref Manual 2 2 0en Free Station Target Point Enter the target point number and height of the reflector FreSt Target Point Point 1 Refl Ht 1 555 m SEARC LIST VIEW CALC MEN Q i Search the coordinates of the target point from the coordinates of the point entered in the active data job and go to the measure mode Define a list of target points and the measurement sequence For further use selection of points from the list is possible 2 Displays the previous point from the list of points you entered Note that this key will not be available until th
50. a measured point Plane information as well as measured points can be recorded in a Logfile TPS1100 Appl Prog Ref Manual 2 2 0en Reference Plane Menu The coordinate system is selected in the beginning REFP Reference Plane y amp 1 Local Coordinates 2 Instrument Coordinates CONT XUL CONF TOUIT Local Coordinates After measuring the points to define the plane the user can enter local coordinates for the first point This sets the local coordinate system All points are calculated in it Instrument Coordinates All points are calculated and recorded in the instrument coordinate system For Instrument Coordiantes station must be setup and oriented Local system Plane definitions Vertical Plane A vertical plane is defined by 2 points The X axis of the plane starts in the first measured point and points to the right seen from the instrument station It is horizontal The Z axis is parallel to the instrument zenith The Y axis is perpendicular to the plane Offsets are applied in the direction of the Y axis 1100pr92 For horizontal planes the positive Z axis points in the direction of the instrument s zenith X and Y axes are horizontal Tilted Plane For local planes defined by 3 or more points the Z axis is defined by the steepest grade of the plane The Y axis i
51. second point Return to Menu Exit the program TPS1100 Appl Prog Ref Manual 2 2 0en COGO Traverse Computes a new point given a direction and distance from a known point 1100pr67 Station coordinates and Measuring the first point orientation need to have been set correctly before the coordinates of point 1 can be determined by measurement Manual entering of the first point Search and display the coordinates of the point found in the active data job Exit the program Call up the function Traverse from the COGO MENU ISHIFT COGO V Traverse From Data Job FILEO2 GSI A Y Search for PointId E N PointId 58 SEARC MEAS NOH NN coordinates of point 2 E Given point 1 E N Direction magnetic bearing or azimuth Horizontal distance EE EE E I Search for coordinates of the first point in the data job Continue to Defining direction by magnetic bearing or Defining direction by azimuth e TPS1100 Appl Prog Ref Manual 2 2 0en 146 060 Defining direction by magnetic bearing If Bearing is selected in the configuration for Direc Type then the following dialog box appears COGO V Traverse Am Direction to Traverse Quadrant NorthEast Offset 1 0 00700 0 000 m
52. second point 723576 998000 X value 21 Y coordinate second point 7663191 120000 Y value 31 Z coordinate second point 23 029000 Z value 12 X coordinate third point 723572 684000 X value 22 Y cordinate third point 7663189 966000 Y value 22 2 coordinate third point 24629 000 Z value 13 X coordinate third point 723572 684000 X value 23 Y cordinate third point 7663189 966000 Y value 33 Z coordinate third point 24629 000 Z value 0 End of record TPS1100 Appl Prog Ref Manual 2 2 0en 268 Monitoring DXF Format continued LISCAD generated DXF File An AutoCAD DXF file containing may be generated by users of Leica s LISCAD in the following manner 1 In Terrain Modeling Display Features Select the Model tab Turn on only the triangles 2 In Terrain Modeling Display Groups Turn off all Groups but DEFAULT 3 In CAD Output Settings CAD System Choose AutoCAD DXF 4 In CAD Output Settings Codes Deselect all the options on all the tabs 5 In CAD Output Settings Models Set Labels to none Contours tonone and activate the Triangles check box 6 In CAD Output Output Select the Options button In the General tab turn off all option check boxes except Model and use Default for All in the AutoCAD tab deselect all check boxes except 3Dimensional Then click OK 7 Click OK and create the DXF file that contains only the 3DFACE s Leica
53. 0 73 0 000125 81 10 06540469 82 10 02344154 Horizontal Alignment continued Vertical Alignment The principal points method allows Geometric elements supported joining elements without the use of intermediate tangents AER Element Definition Declaration in The following combinations for the alignment example may be defined file Double spiral spiral out Tangent Station H STRAIGHT followed by spiral in Multiple circular curves Station Radius H 000CURVE Scurves with and without intermediate tangents Parabola Station Parabola parameter H OPARABOL see page 192 for Parameter Formulare End of Station H 00000EOP Project Vertical Alignment File Header 41 000J0BID 42 0VALIGNM 43 STACOORD WI 41 Job Identification Max 8 ASCII characters may be defined by WI 42 identification of Vertical Alignment file May not be changed by WI 43 identification of principal point type file May not be changed by user TPS1100 Appl Prog Ref Manual 2 2 0en Road Vertical Aligmment continued Example for a data block for a vertical alignment point Comments The header consists of a single block 11 KILOMETR 71 0NEXTGEO 72 0NEXTRAD 83 10 00000000 Tangents and the EOP contain WI 11 Station chainage of a vertical alignment point 00000 WI72 WI 71 Type of the following g
54. 09 42 Station no 2000 0 0006m N 0 0002 ELV 398 3961m 1 6000 Using Robust Solution Station Elev 398 3929 Ori Corr 40 36 S Dev Elev 0 0035m S Dev Orient 3 0 00 04 3 point s measured Point no A Hz Height 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 Height Transfer program TPS1100 Appl Prog Ref Manual 2 2 0en Orientation and Height Transfer Introduction This manual describes the Resection program of the TPS1100 Professional Series gt Orientation 2st target 1st target 1100pr03 The program can be used to reduce the three dimensional coordinates for the instrument station and the orientation of the horizontal circle from measurements to 2 target points with know Easting and Northing 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 Station Data Enter station point number and height of the instrument Resec Station Data Am Station Id 1 Inst Ht 1
55. 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 the tie point orients the Hz circle INPUT See Calculation Azimuth 3 Manual input of the azimuth to one tie point A measurement to the tie point is required AZI See Enter Backsight Azimuth Ifthe orientation was previously determined with the ORIENTATION program for example TPS1100 Appl Prog Ref Manual 2 2 0en Traverse New traverse continued Trav Define Backsight Pt Data Job MYFILE GSI A V Search for PointId E N PointId 8 2 SEARC AZI SKIP CHR MEN 2 Data Job Filename and location of the Job containing point coordinates to be recalled Search for Describes what will be searched for in the Data Job Point Id Input the Point Id to search for Search coordinates in the Data Job Continue with the Measure Backsight Point dialog e Select the Measure Backsight Point dialog and enter the azimuth Manual entry of coordinates for the tie point The standard input dialog of the TPS 1100 is used Continue with the Measure Backsight Point dialog Confirms the present orientation Continues with the dialog TRAVERSE MENU Search and vi
56. 2 0en Resection Compare results The comparison function compares the station coordinates and the orientation calculated by the program to the station coordinates and the orientation currently set in the instrument Resec Results Station Id 1 AOri 0 00 05 AEast 0 002 m 0 006 m 0 020 m 2134 236 m ANorth AHt Fix East CONT Fix North 4231 359 m Fix Elev 580 663 m Calc East 2134 234 m Calc North 4231 365 m Calc Elev 580 643 m NENNEN EE AOri Orientation difference between the calculated orientation and the orientation set in the instrument AEast Difference between the calculated Easting of the station and the Easting set in the intrument Calc East Fix East ANorth Difference between the calculated Northing of the station and the Northing set in the intrument Calc North Fix North AHt Difference between the calculated Elevation of the station and the Elevation set in the intrument Calc Elev Fix Elev Fix East Easting coordinate of the station currently set in the intrument Fix North Northing coordinate of the station currently set in the intrument Fix Elev Elevation of the station currently set in the intrument Calc East Easting coordinate of the station calculated with resection
57. 42 00000005 43 10000003 44 20000003 45 30000007 WI 41 WI 42 WI 43 WI 44 WI 45 TPS1100 Appl Prog Ref Manual 2 2 0en Sets of Angles Calculate Mode continued More Information Further information is given relating to the differences of the measurements Single points or full sets can be deactivated prior to calculation 5 More Info Hz Am Active Pts 2 Sets 3 Point Id 501 Pt Status ON Vv Set No A 1 Set Status ON Y Residual 0 0000 g RECLC S lt LITEN gt P 5 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 vertical direction or slope distance 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 Re calculate the results and return to the dialog showing the results Display previous set Display the next set Display the previous point Display the next point Exit the program SHIFT
58. 51100 Appl Prog Ref Manual 2 2 0en 118 Sets of Angles Examples and used formulae A typical example of a Hz measurement is shown in the following list The example shows a survey with 3 sets and 4 targets with directions in The calculations are carried out according to the following table 23 1 8 1 Y mR Y N 1 5 1 Y 4 Average Reduced Average face a average of d set b 00000 00 0 00 00 24 43 34 2047483 81 249 3 33 14 844715 2644711 844713 844654 306 41 52 126 4142 306 4147 306 41 28 306 41 28 T 5 4 1 45 00 13 9 43 24 129747 06 249 47 08 129 s 844652 r N 77 90 00 19 270 9019 90 019 090004 0 Ee 2 EEE ES ERE T 2454310 9 84 4653 0 351 4145 1714144 351 4145 30641 p 4 real messa I CN E Y v 0 TPS1100 Appl Prog Ref Manual 2 2 0en Se ts of Angles Examples and used formulae continued A typical example of a V Pt Face Il Average Average v d a v measurement is shown in the Nr face 1 1 a d following list 1 874358 272 46 24 874247 87 13 46 4 1 The example shows a survey with 3 sets and 4 targets and directions in 2 884212 2714818 884157 884155 2 4
59. 555 m C a a a SFF NENNEN EST NINE Proceed the dialog Target Point SHIFT Start the Configuration TPS1100 Appl Prog Ref Manual 2 2 0en m A Resection Target Point Measure Mode Enter the target point number and This dialog is similar to the Record the measurement height of the reflector TPS1100 s basic Measure Mode the active measurement job dialog Once a measurement is Return to the dialog TARGET taken the program will return to the POINT Point Id 30 dialog Target Point to acquire the Reri onto 1300m next point for measuring Accept the measurement and return to the dialog Target Point SEARC 321 2 286 55750 Enter target data s 22 912162209 Refl Ht 0 000 m 27 See User Manual Slope Dist Search the coordinates of the ALL DIST REC CONT LSU pointentered from the active c a 2 Change the theodolite data job and go to the measure face mode SHIFT Exit the program mo Search and display the Simultaneously measure and coordinates of the pointfound record data in the active in the active data job measurement job Return to the dialog TARGET POINT
60. Calc North Northing coordinate of the station calculated with resection Calc Elev Elevation of the station calculated with resection Return to the results dialog TPS1100 Appl Prog Ref Manual 2 2 0en Resection Configuration Depending on the configuration that is loaded onto your TPS1100 instrument you may not see some or all of the options referred to below See your Leica Geosystems dealer for more information about the configuration of your instrument Configuration Editor ET Start the Configuration e Editor from the Station DATA dialog Configuration 3 Hz 0 0 00 32 Ht Acc TP 0 025 m Pos Acc TP 0 025 m Two Faces NO Y User Disp NO v Log File OFF V Eu ERE Log FlName RESEC LOG Meas Job FILEO1 GSI Data Job FILEO2 GSI MEN 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 e
61. D0 DIFFO 0039 D0 DIFFO NNMNNNNNNNNNMNNNNNNNN 322 20650070 322124930390 322 F097 322 04530500 322 00650090 322 20649620 322 24529920 3224297 uc OH 322 04529930 322 00649620 322 20649680 322 24529940 297 222259097 322 04530200 322 00649690 3310 3570 2870 3140 2900 3160 00000003 00000002 00000003 00000005 00000002 00000003 00000005 00000003 00000002 00000003 00000005 00000002 00000003 00000005 00000003 00000002 00000003 00000005 00000002 00000003 00000005 22 22 22 22 322 06456000 22 22 322 062 322 074 5080 2400 oan 2 5 ONG 22 22 0 322 33784700 322 33543850 322 06456000 22 22 22 22 22 22 22 226 22 822016215230 322 07412590 22 32567570 322 33784680 322 33543880 322 06456170 322 06215210 322 07412560 322 32587480 322 33784770 22 35 Aso no Alere asi co Asi 43 lii sa sio o Ws o ZI asi cu Asi cu 43 Sie oo asi cuo 322433543840 00000003 00000000 03880358 09063360 10000000 10000034 10000003 00000003 06456103 06215224 07412466 10000022 10000029 10000102 00000003 00307642 00290853 00459673 10000002 10000003 10000003 gt 0 0 C CO CO CO CO C0 CO CO CO CO C CO C
62. Difference between calculated and measured height Ht Reflector height used for that target point East North Elevation Target coordinates used Recalculate the result Scroll to the measurements of the previous point TPS1100 Appl Prog Ref Manual 2 2 0en Free Station More Information continued 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 Return to the results dialog without changes Exit the program B ISHIFT 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 FreSt PLOT Am PAT 1 3 5 4 RECLC MEAS 5 MEME 2 2E Recalculate the solution and return to the dialog RESULTS Measure more points The program will recall the TARGET POINT dialog e E Toggle any point ON or OFF pressing the numeric key corresponding to the sequence number
63. File continued Example of a log file for the Leica Geosystems RoadPlus V 0 90 program Road Instrument TPS1100 Serial 400001 Meas File FILEO1 GSI Program Start 02 07 1998 at 10 37 Horizontal Aln ALNSPORT GSI Vertical Aln PRFSPORT GSI Cross Sections CRSSPORT GSI Station no 1 0 000 N 0 000m ELV 0 000m hi 1 6000 Point No 55 Chainage 150 000 0 000m Hght Offset 0 000m Design E 79 269m 19 917m ELV 400 501m Staked E 1 057m 2 578m ELV 0 107m Deltas dE 78 211m 17 339m dELV 400 394m Point No 5 Chainage 100 000 Offset 0 000m Hght Offset 0 000m Design E 46 305m N 26 708m ELV 400 409m Staked 0 000m N 2 774m ELV 0 051m Deltas dE 46 305m 23 934m dELV 400 358m Point No 5 Chainage 100 785 Offset 0 000m Hght Offset 0 000m Design E 46 688m N 27 392m ELV 400 365m Staked E 0 000m N 2 774m ELV 0 051m Deltas dE 46 688m dN 24 619m dELV 400 314m TPS1100 Appl Prog Ref Manual 2 2 0en Road AutoRecord uto Record Introduction This manual describes the AUTO RECORD program of the TPS1100 instruments The program automates the recording of field measurement data and is designed especially for TPS1100 instruments with ATR The program does not require the use of a 360 prism but the 360 prism does facilitate the field work by avoiding the need to keep the prism oriented toward the TPS1100 inst
64. File Editor File Editor Introduction This manual describes the program ROAD FILE EDITOR of theLeica Geosystems TPS1100 Professional series This program is used to view and edit existing project files for the program Road or to create new project files Road File Editor automatically applies the required file name prefixes and extensions for Road project files You may create a new Coordinate Data File or add data to an existing one with Road File Editor 1 Horizontal Alignment File File Name Road File Editor may be used to create project data files for Road or to edit project data files that have been created by some other program like the Windows application RoadEd available from Leica Geosystems The file editing options available in Road File Editor vary according to the type of file being edited File Name 3 Template File File Name File Name You may replace the question marks in the above example file names with any DOS permitted file name character TPS1100 Appl Prog Ref Manual 2 2 0en 169 Road File Editor Coordinate Data Files You may not delete records from a Coordinate Data File nor may you insert new records between existing records Only the Point Id may be changed in existing records You may add Code blocks Point Coordinate and or Station Coordinate Data records at only the end of the file TPS1100 Appl Prog Ref Manual 2 2 0en Road Pr
65. Horizontal Alignment File You will see this dialog if you selected File Type Horiz Align and pressed CREAT on the previous dialog REdit Create File 3 File Type Horiz Align File Name Decimals 3 Dec V nd E77 i 51100 Appl Prog Ref Manual 2 2 0en Road File Editor New Horizontal Alignment File continued File Type Displays the type of file that is being created File Name Input any 5 character DOS legal file name Decimals Select the number of decimal places to be used in this file Press to create the new file and continue to the Header Record dialog Go to Dialog View Edit Header Record Header Record You will see this dialog if you created a new or selected an existing Horizontal Alignment File REdit View Edit File Job Id JOB_ID File ID HZALIGNM File Type STACOORD SHIFT gt gt Job Id You may edit the Job Identifier offered here or accept the default offered The Job Id is used by Road to determine which project data files are likely to be associated together File Id The File Id of a Horizontal Alignment File is HZALIGNM and may not be changed File Type The File Type of a Horizontal Alignment File is STACOORD and may not be changed Pre
66. If the project continues past station chainage 54 50 XSEC1 will be applied Select the cross section assignment file A dialog box appears with a list of all Move the cursor to the file needed and press 4 Cross Section Interpolation Cross sections can be interpolated both along the cross section i e between defined points and between cross sections themselves The interpolation between cross sections makes superelevation and widening possible The following diagrams illustrate these concepts Interpolation along a cross section Interpolation between cross sections Cross Section B with widening Cross Section A Interpolated Cross Section RPLUSO4 CL offset CL offset Interpolated Interpolated point point horizontal Last point on Xsec TPS1100 Appl Prog Ref Manual 2 2 0en Road Cross Section Assignment File continued 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 these special locations for cross sections as well as cross section locations for widening The diagram that follows illustrates the concept for superelevation Superelevation governed by cross sections Cross Section D Full Superelevation Cross Section C Intermediate
67. Manual 2 2 0en 121 Sets of Angles continues next page Example of Logfile Data continued Set 2 Residual 0 000410 average 62 15266g Set 3 Residual 0 000110 average 62 15214g 3 Point Id 5 Set 1 Residual 0 00103g average 74 12364g Set 2 Residual 0 00026g average 74 124939 Set 3 Residual 0 00076g average 74 12543g Distance set results 3 Sets measured with 3 points each Standard deviation of any measurement 0 00004m Standard deviation of mean from all measurements 0 00002m 1 Point 2 mean distance 3 07642m Refl Ht 0 00000m Prism Type Leica refl tape Prism Constant 0 03440m 2 Point Id 3 mean distance 2 90853m Refl Ht 0 00000 2 Leica refl tape Prism Constant 0 03440m 3 Point 1 5 continues next page TPS1100 Appl Prog Ref Manual 2 2 0en 122 Sets of Angles Example of Logfile Data continued mean distance 4 59673m Refl Ht 5 0 00000 Leica refl tape Prism Constant 0 03440m Results of single sets 1 Point 2 Set 1 Residual 0 00000m average 3 07640m Set 2 Residual 0 00003m average 3 07645m Set 3 Residual 0 00000m average 3 07640m 2 Point Id 3 Set 1 Residual 0 00003m average 2 90850m Set 2 Residual 0 00007m average 2 90860m Set 3 Residual 0 00003m average 2 90850m 3 Point ld 5 Set 1 Residual 0 00003m average 4
68. Manually trigger the x measurement of a single distance The distance related results will be displayed and may be viewed by scrolling the display Manually record the currently displayed data with or without any distance related data in the active Measure Job May be pressed at any time during the automatic data recording process to record the current position of the prism in the active Measure Job The data will be recorded using the REC Mask you have specified Start the automatic data recording process ATR will be turned on if it is not already on and the EDM will start measuring in the rapid tracking mode Whenever an automatic recording mode is satisfied a position will be automatically recorded in the active Measure Job The data will be recorded using the REC Mask you have specified If this function is available on this dialog in your current instrument configuration use it to set the prism offset and ppms to match the conditions that exist when you are measuring Access the Auto Record Configuration dialog to select and or change the automatic recording mode and interval in use Change the instrument SHIFT face from to II Motorized instruments only Quit Auto Record SHIFT without recording any more data Call up the CODE function to e create and record a Code Block in the active Measure Job
69. Press this key to import the coordinates of a point in this or another file This key label will not be displayed if the current record is a Code record Press this key j combination to display the first record in this file Press this key combination to display the last record in this file Press this key combination to search for a particular record in this file Go to Dialog Search SHIFT e SHIFT SHIFT TPS1100 Appl Prog Ref Manual 2 2 0en 177s Road File Editor Insert Code Block You will see this dialog if you selected Insert Code Block on the previous dialog 2 3 Code 1 Info 1 00000000 Info 2 00000000 Info 3 00000000 Info 4 00000000 105 L DONE Info 5 00000000 Info 6 00000000 Info 7 00000000 srirr MEN ES UG Code Input the Code you wish to enter Info1 7 Input the Info words you wish to enter Press this key when you have completed the edits of the current record and are ready to insert a new record New records will always be inserted at the end of a Coordinate Data File Press this key when you have completed all edits in the current file EA Press this key to display the record before the currently displayed record in this file This key label will not be displayed if the current record is the first rec
70. Prog Ref Manual 2 2 0en Stakeout Stakeout with auxiliary points continued STAKE Auxiliary points Point Id Refl Ht Hz angle 1 Dist 1 Hz angle 2 Dist 2 L ALL DIST REC CONT POSIT Height 5 1 MEN L3 RU 8 LED I us Point Id Point Id of the point to be staked Refl Ht Reflector height used at target point Hz Angle 1 Angle from the first auxiliary point to the stakeout point Dist 1 Distance from the first auxiliary point to the stakeout point Hz Angle 2 Angle from the second auxiliary point to the stakeout point 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 in the measurement job Measure a distance Record the measurement in the measurement job Acquire the next point to stake BH 5 Enter target data Re position the telescope on the target Note this function is only available for motorized theodolites Change stakeout SHIFT 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 SHIFT SHIFT
71. Ref Manual 2 2 0en 209 Road Stakeout Using Horizontal Offset The most common method for staking out roads 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 example In this section of the manual a sample project will be used to demonstrate the procedures to follow for staking a portion of the job 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 This project also uses a simple template The project is designed to illustrate the application of the ROAD Program It is not intended to provide a demonstration of road design procedures RPLUSO7 Setup point Abbreviation Point of beginning PC Point of curvature PT Point of tangency End of project TPS1100 Appl Prog Ref Manual 2 2 0en Road Preparing for the example continued Our bike path is about 30 m in length 1 Use the RoadEd program on In RoadEd enter the following as illustrated here The riding surface your PC or Road File Editor on example project data Let s call the is 3 m wide lying 1 5 m on each side your TPS1100 Professional Series project EXAMPLE and configure
72. Stakeout V1 00 coordinates setout height Instrument 1103 Serial 102999 and height difference in the Meas File MYFILE GSI log file Program Start 24 04 1998 at 18 26 Station 1 E 100 000m 100 000 H 40 000m 1 560 Point 3 Ht Offset 0 000m Design E2100 809m N 103 346m 39 840 sH 39 861m 0 021 hrz1 700m LONG recording of design Leica Geosystems Program Stakeout V1 00 coordinates setout Instrument TCA1103 Serial 102999 coordinates and differences Meas File MYFILE GSI of coordinates in the log file Program Start 24 04 1998 at 18 28 Station 2 1 100 000 100 000 H 40 000m hl 1 560m Point 3 Ht Offset 0 000m Design E 100 809m N 103 346m H 39 840m Staked E 100 807m 103 344 H 39 851m hr 1 700m Deltas dE 0 002m dN20 002m 0 0 011 Typical log file entries in the STAKEOUT program TPS1100 Appl Prog Ref Manual 2 2 0en Stakeout Free Station Station Introduction This manual describes the FREE STATION program of the TPS1100 Professional series M Orientation 1st target 2nd target target Station 1100pr17 This program can be used to deduce the three dimensional coordinates for the instrument station and the horizontal orientation of the from measurements to a maximum of 10 target points Station Data Enter station point number and height of the instrument Frest
73. Stationi2 Hz E 16 55 50 5 91916720 Slope Dist 3 345 m Ht Diff 0 435 m East a 2253 635 m L NEW f REC TARGT North 8 12145 281 Elevation 306 005 m Point Id The Point number Hz Horizontal direction to the hidden point m s V Vertical angle to the hidden point Slope Dist Slope distance to the hidden point Ht Diff Height difference from instrument station to the hidden point East Calculated Easting E for the hidden point North 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 Enter target data see User Manual TPS1100 Appl Prog Ref Manual 2 2 0en 85 Hidden Point Configuration Start the Configuration Editor from the MEASURE dialog ISHIFT e HDNPTY Configuration 3 User Disp NO Y Meas Tol 0 020 m Reflector Leica refl tape V Add Const 0 0mm No of Refl 3v Rod Length 5 000 m CONT AE INFO Dist R1 R2 1 000 m Dist R1 R3 0 500 m Meas Job FILEO1 GSI Data Job FILEO2 GSI MEN EE User Display YES user defined display NO the default display of the program HIDDEN POINT Meas Tol Limit for the difference
74. TPS1100 Appl Prog Ref Manual 2 2 0en Auto Record Notes Measurement The Auto Record program works with the TPS1100 series TCA instruments to automate the collection of large quantities of measurement data for topographic surveys It can be used to great advantage on larger open sites when the prism is mounted on a vehicle and the vehicle is then driven on a suitable weaving pattern to cover the area of the site Measurement data will be recorded along the path of the vehicle on virtually any useful spacing Auto Record can also be used to speed the process of collecting data for detailed topographic surveys as built surveys and any other type of survey where large numbers of features must be located TPS1100 Appl Prog Ref Manual 2 2 0en 250 Auto Record Auto Record does not interfere with the use of Coding to identify the measurements being recorded Remote Control Surveying RCS also works well with Auto Record making it especially easy to perform detailed topographic surveys with a one man survey crew Example of Logfile Data Auto Record does not generate a logfile TT Introduction This manual describes the Monitoring program for the TPS1100 Professional series instruments The program is used for repeated automatic measurements It measures angles and distances to predefined points The location of the points can be learned by measuring to them in the Learning P
75. The header line will contain the program used information about the instrument the name of the data file as well as date and time TPS1100 Appl Prog Ref Manual 2 2 0en Area Log File continued Record Leica Geosystems Program Area V 1 00 For each section of the area start Instrument TCM1103 Serial 102999 point and end point horizontal Meas file MYFILE GSI distance and azimuth are stored Program Start 20 04 1998 at 09 42 Segment Number a For arcs with 2 points and radius the Start Point 1 azimuth of arc radius and length of End Point 2 D arc are also stored H Distance 5 5555m Azimuth gt 140 11 17 For 3 point arcs the direction of arc Segment Number 22 radius and length of arc are also Start Point 2 stored End Point 2 d Curve Right Radius 4 9089m ARC Length 2 326 Segment Number 9 Start Point z l Second Point UE End Point 6 Curve Right Radius 5 362m ARC Length 2 254 Number of Segments 9 8496m2 Hectares 0 0010 Perimeter 13 8396m Typical log file entry in the AREA program TPS1100 Appl Prog Ref Manual 2 2 0en 96 Sets of Angles of Angles Introduction This manual describes the Sets of Angles program for the TPS1100 Professional series instruments Sets of Angles is used to measure directions to targets for which coordinates are not necessarily known Distance measurements are optional It provides field check
76. 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 Pos 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 TPS1100 Appl Prog Ref Manual 2 2 0en User Disp YES The same display mask as the one used in the system measure ment dialog MEAS is used for measurements with Orientation and Height Transfer NO The Orientation and Height Transfer default display applies Log File ON records measurements in a Log File The format is described in chapter Log file Log FlName Enter the Log File Name Meas Job Selection of the measurement job for recording measurements Data Job Selection of the data job containing the fix point coordinates control data Store the current configuration and proceed to the dialog TARGET POINT Set the values to default Displays date and version SHIFT Exit the program Orientation and Height Transfer Log file Dual face Measurement In the dual face mode the program will prompt for measurements in both faces When both measureme
77. and you using a TCA or TCRA instrument with ATR turned on you need point only close to the target When you are on target select one of the measurement options SETS First E Point Id 501 Refl Ht 1 300 m Hz 5 249210720 5 902197522 AMZ 7 7 7 Slope Dist ASlopeDist 22 2E RE E I TPS1100 Appl Prog Ref Manual 2 2 0en 100 Sets of Angles Measure Mode continued Point Id Displays the Point Id of the point currently being measured as input on the previous dialog Refl Ht Displays the Reflector Height of the point currently being measured as input on the previous dialog Hz Displays the current value of the Horizontal Circle V Displays the current value of the Vertical Circle AHz Displays the difference between the current value of the Horizontal Circle and the first direction to the target point Displays as dashes during the learning phase Displays the difference between the current value of the Vertical Circle and the first direction to the target point Displays as dashes during the learning phase Slope Dist Displays the distance to the target point Displays as dashes until a distance is measured manually A SlopeDist Displays the difference between the current distance to the target point and the first distance to the target point Displays as dashes during th
78. as dialog box Modify SHIFT e The following dialog box shows the result of the bearing distance intersection Brg Dist Results Point Id East North Elevation CONT OTHER STORE STAKE srirT TPS1100 Appl Prog Ref Manual 2 2 0en 156 O 060 Bearing Distance Intersection continued Point Id Return to Intersections Entering point number of the bearing bearing Changing between both solutions East The following results have been stored in the active Display of east coordinate O North measurement data file Display of north coordinate WI 11 Station Point Number WI 81 Easting coordinate Elevation WI 82 Northing coordinate Entering height optional WI 83 Elevation optional lf Point Id has not been entered the function is not available Call up the program Stakeout The program Stakeout assumes that the instrument is set and oriented to a known point If Point Id has not been entered the function is not available SHIFT Exit the program Distance Distance Intersection Horiz Dist 1 Horiz Dist 2 1100 71 Bearing bearing coordinates 1 and S2 E N Given point 1 E N radius 1 point 2 E N radius 2 Station coordinates and orientation need to have b
79. 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 is used as limit for the max deviation of the 3 measurements Add const Input of prism constant for the prisms of the rod The prism constant set in the system is disregarded No of Refl Number of the prisms on the rod you are using Move the input cursor to this line then toggle to either 2 or 3 Auto pos When ON the program will automatically point the telescope of a motorized theodolite at the third prism once the first two prisms have been measured The exact pointing must be made manually Rod Length Total length of hidden point rod Dist R1 R2 Spacing between the centers of reflector R1 and prism R2 Dist R1 R3 Spacing between the centers of prism R1 and prism R3 Enter only for rods with three prisms Prism 3 must be situated between prism 1 and 2 Refer to Figure on page 79 which illustrates a hidden point rod with three reflectors TPS1100 Appl Prog Ref Manual 2 2 0en 86 Hidden Point Configuration continued Accept the current configuration and proceed to MEASURE ROD 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 a
80. direction or a slope distance results VO RESLT Vertical WI 45 Standard deviation of the direction mean horizontal or vertical results direction or slope distance DO RESLT Slope distance results Horizontal Number of target Number of sets mR mM Results points standard deviation of standard deviation of a single direction the mean direction 3 3 3 8 cc 2 2 cc 410019 HZ RESLT 42 400000003 43 00000003 44 00000038 45 00000022 WI 41 WI 42 WI 43 WI 44 WI 45 TPS1100 Appl Prog Ref Manual 2 2 Sets of Angles Calculate Mode continued WI 41 HZ MEANO Mean horizontal direction VO MEANO Mean vertical direction DO MEANO Mean slope distance WI 42 Target Point Id WI 43 Mean value Horizontal Target Point Id Mean Horizontal Mean Direction First target point always 0 410020 HZ MEANO 42 00000002 43 00000000 410021 HZ MEANO 42 00000003 43 03880358 410022 HZ MEANO 42 00000005 43 09063360 WI 41 WI 42 WI 43 TPS1100 Appl Prog Ref Manual 2 2 0en Sets of Angles Calculate Mode continued WI 41 HZ DIFFO Horizontal direction residual per set VO DIFFO Vertical direction residual per set DO DIFFO Slope distance residual per set WI 42 Target Point Id WI 43 48 Residuals per set Residual Target Point Id Set number and Set number and Set numb
81. 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 The header line will contain the program used information about the instrument the name of the data file as well as date and time TPS1100 Appl Prog Ref Manual 2 2 0en OoOo 35 Tie Distance Record For each measurement a record will be stored containing Point No 1 Point No 2 Hori Dist Azimuth A Height Slope Dist Log File continued Leica Geosystems Program Tie Distance V 1 00 Instrument TCA1103 Serial 102999 Meas File MYFILE GSI Program Start 20 04 1998 at 09 42 Station no 1151 0 0000 0 0000 ELV 400 0000 hi 0 0000m Point No 1 1020 31 2368m 0 2088mELV 400 0626 Point No 2 1030 E 30 5679m N 17 8404m ELV 403 1198m Point no 1 1020 Point no 2 1030 Hori Dist 17 6448m Azimuth 19795840 AHeight 3 0572m Slope dist 17 9077m Point No 2 1040 E 57 7040m N 0 4265m H 400 1028m Point No 1 1030 Point No 2 1040 Hori Dist 32 2430m Azimuth 33693214 AHeight 1 3 0170 Slope dist 92 3839m Typical log file entry in the Tie Distance program Polygonal Mode TPS1100 Appl Prog Ref Manual 2 2 0en 36 Distance S Introduction This manual describes the STAKEOUT pro
82. free if the computed standard deviation is within twice the entered value Two Faces YES for dual face measurement NO for single face TPS1100 Appl Prog Ref Manual 2 2 0en 61 Free Station Configuration Editor continued User Disp YES The same display mask as the one used in the system measurement dialog MEAS is used for measurements with Free Station NO The Free Station default display applies Log File ON records measurements in a Log File The format is described on chapter Log File Log FIName Enter the Log File Name Meas Job Selection of the measurement job for recording measurements Data Job Selection of the data job containing the fix point coordinates control data Store the current configuration and proceed to the dialog STATION DATA Set the values to default Display software version Exit the program SHIFT 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 TPS1100 Appl Prog Ref Manual 2 2 0en Free Station Log File I
83. point of the new reference line and also an angle between the base line and the new reference line Ht Offset Set to ON the program will allow the input of a height offset Ref Elev To define the reference elevation for the calculation of the height offset In order to change the setting for Ref Elev the parameter Line a must be turned OFF Ref Elev 1st Base Point The reference elevation is the elevation of the first base point TPS1100 Appl Prog Ref Manual 2 2 0en Reference Line Configuration Editor continued Ref Elev Baseline The reference elevation is the elevation of the baseline at the intersection point with the vertical through current reflector position Edit Elev Set to YES point elevations can be edited directly in Reference Line Results and L amp O Results dialogs Ht is the difference between entered and measured values and is updated automatically Rec Diff Set to 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 A Line and A Height of target values If the option Ref Elev is set to Baseline 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 the program will record Offset A Spatial dista
84. point straight line Calculates the difference in length abscissa and the lateral deviation ordinate with reference to a basis line emanating from a known point 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 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 memory card 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 TPS1100 Appl Prog Ref Manual 2 2 0en 060 Configuration Depending on the configuration that is loaded onto your TPS1100 instrument you may not see some or all of the options referred to below See your Leica Geosystems dealer for more information about the configuration of your instrument Start
85. position the telescope gt on the target point Note this function is only available for motorized instruments Open Method dialog 6 Measure distance Record the measurement in the measurement job Return to previous L amp O dialog without recording data SHIFT to change settings Change instrument e face PH 56 Exit the program TPS1100 Appl Prog Ref Manual 2 2 0en 13 Reference Line Method Dialog Open Method dialog POLAR STAKEOUT Ortho RefLine from L amp O Results Displays differences between YES dialog calculated and measured direction Symbols guide the rod person and horizontal distance after first along the reference distance measurement Lem METUS UTYUT RET Ortho Station Polar Stakeout op Auto Pos TO STA 17 Symbols Yes Y Select positioning method Guidance at the rod in relation to Motorized instruments only the instrument station Off Automatic positioning off 2 Positioning of the horizontal FROM STA 11 5 MEN I drive Recommended to guide rod 3D Positioning of the vertical and person from instrument station horizontal drive Stake Mode Select the stakeout mode Symbols Arrows can be used to guide the rod ORTHOGONAL TO REFLINE person to the point to be
86. recording in Station Id 2 Backsight 1 the Meas Job Bs Pris e TREE d e F4 Proceed to the dialog sud M TRAVERSE MENU ALL DIST REC CONT TARGT Slope Dist m 2 Enter target data dou NL see User Manual East m North Elevation m sir TPS1100 Appl Prog Ref Manual 2 2 0en Traverse Traverse Point Sideshot Point Only one Traverse Point may be measured to distance required from any given Occupy Station As many Sideshot Points as desired may be measured distance required This corresponds to the TPS1100 Professional series MEASURE dialog After the measurement the program continues either with MULTIPLE MEAS or with the TRAVERSE MENU according to the settings in the configuration Simultaneously measure and Point Id 2 i record data the Meas Job Hz 249 10 20 eae Qo UOS Measure a distance Slope Dist m Height Dif m and record data in the L ALL DIST REC CONT TARGT Meas Job SHIFT East m North 800 esess m Measure distance zio M 5 E without recording in ama Meas Job Proceed to the dialog TRAVERSE MENU Enter target data see User Manual Change the theodolite SHIFT face TPS1100 Appl Prog Ref Man
87. reference points used Orientation and Height Transfer More Information 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 2 10 Point Id 5 10 Pt Status PointO1 Error flag NONE AHz 0 00 03 ADist 0 050 Lud DEL BACK AHt 5 0 020 m Refl Ht 1 555 m East 991 427 m North 1995 162 m Elevation 402 466 m TPS1100 Appl Prog Ref Manual 2 2 0en 2 10 Sequence number of the current point and total number of points in the measurement set The scroll bar shows the sequential position of the measurements graphically Status Use this measurement for calculation ON OFF Pt Status ON Measurements to target point used for calculation Ignore Elev Target point elevation disabled measurements for elevation determination not used in calculation Target point disabled measurements to point NOT used for calculation OFF 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 Orientation and Height Transfer More Information c
88. sets parameters for further program operations User Disp Set to YES the display defined in the MEAS application will be used If set to NO the REMOTE HEIGHT default display applies Hz Pos Tol Horizontal distance tolerance that valid point measurements cannot exceed Rec AHt The Height difference AHt diff between remote and base point is not recorded Rec in WI37 AHt diff is stored as record WI37 in the measurement job Meas Job Selection of the measurement job for recording measurements Data Job Selection of the data job containing the fix point coordinates control data Accept the current configuration and proceed to the dialog MEASURE BASE PT values Reset configuration parameters to their default Displays date and version of the running application TPS1100 Appl Prog Ref Manual 2 2 0en Remote Height Hidden Point Point Introduction This manual describes the Hidden Point program of the TPS1100 Professional series 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 rod with a known spacing and a known length of rod The rod may be held at any angle as long as it is stationary for all measurements Measurements are calculated as if the hidden point was observed directly These calculated measur
89. target point and a reference elevation TPS1100 Appl Prog Ref Manual 2 2 0en 66 Reference Line 1st Base Pt Offset N 2nd Base Pt 4 p 1100 18 Depending on the configuration settings the reference elevation for the reference line can be a constant elevation or an interpolated reference elevation For reference arcs only constant elevations are possible Points with known offsets from the reference line or arc can be staked out with the function Line and Offset The function is accessible from the Define Reference Line Arc dialog Reference Arc 1100pr87 2nd Base Pt 1st Base Pt Constant reference elevation Interpolated reference elevation For the configuration Ref Elev 1st Base Point the reference elevation for the calculation of AHeight values is the elevation of the 1st base point The ref elevation can be modified by specifying a height offset Ht Offset in the Define Reference Line dialog With Edit Elev the height of each point can be changed separately see Config Dialog For the configuration Elev Ref Baseline the reference elevation for the calculation of AHt values is the elevation of the baseline at the reflector position You can modify the reference elevation by specifiying a height offset Ht Offset in the dialog for the definition of the reference line AHt Height d
90. the Configurations Editor from the COGO MENU dialog COGO V Configuration 8 Direc Type AZIMUTH Y Offset YES v Meas Job FILEO1 GSI v Data Job FILEO2 GSI LCONT JDEFLT INFO MEN ERE RI The Configuration Editor sets parameters for further program operations Direc Type Bearing Azimuth Offset YES entering a parallel displacement is possible NO entering a parallel displacement is not possible Meas Job Selection of the measurement job for recording measurements Data Job Selection of the data job containing the fix point coordinates control data Accept displayed values and gt proceed to the dialog COGO MENU Set all values to default The values are shown in the dialog above Displays date and version SHIFT Exit the program TPS1100 Appl Prog Ref Manual 2 2 0en COGO Function selection 6060 Menu Inverse polar calculation cA Computes distance and direction Station coordinates and between two points orientation need to have 2 Traverse T been set correctly before the 4 Offsets coordinates of point 1 and or 2 can be determined by measurement 5 3 Point Arc 6 End COGO scr NENNEN CT Call up the function Inverse in t
91. the reflector position Elevation Elevation of the measured reflector point Simultaneously measure and record data in the measurement job Measure a distance TPS1100 Appl Prog Ref Manual 2 2 0en Stakeout Orthogonal Stakeout continued Record the measurement Acquire the next point to stake Enter target data Re position the telescope on the target Note this function is only available for motorized theodolites SHIFT 8 Change stakeout method For more information refer to chapter Select Stakeout Method SHIFT E Generate a plot of the stakeout data For more information refer to chapter Plot pud Exit the program data in the measurement job Stakeout with auxiliary points This mode 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 asterisk Hz angle 1 1100pr12 TPS1100 Appl
92. you wish to search TPS1100 Appl Prog Ref Manual 2 2 0en 195 Road File Editor Introduction This manual describes the ROAD program of the TPS1100 Professional Series The program uses the station and offset method to control contsruction staking of roads and other types of curvilinear projects The program supports station equations cross section assignment by station cross section definition cross section interpolation automatic superelevation and widening and slope staking catch points Alignment Definition An alignment consists of three basic components which are horizontal alignment vertical alignment and cross section template Of these a horizontal alignment is mandatory to use ROAD All other alignment elements are optional ROAD 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 ROAD will read a file created for station equations and apply the appropriate corrections Data Files Each of the data files ROAD 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 Vertical Alignment File PRF
93. 0 Cross Sect typcut AStation 3 254 m ACatchOffs 0 347 m ACatchHgtD 0 389 m DIST CONT AHingeOffs 8 154 m AHingeHgtD 2 123 m ACL Offset 9 213 m ACLHgtDiff 1 124 m AV fmSlope 0 014 m Slope 0 020 Elevation 401 535 m SHIFT MEN Sa 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 Station Displays the currently specified station chainage Cross Sect Displays the currently specified template name AStation Displays difference between the station chainage of the last measurement to the rod and the currently specified station chainage Move the rod toward the beginning of the project if this value is positive move the rod away from the beginning of the project if this value is negative TPS1100 Appl Prog Ref Manual 2 2 0en Road Reference Point continued ACatch Offs The horizontal offset from the catch point to the last measurement ACatch HgtD The vertical offset from the catch point the last measurement AHinge Offs The horizontal offset from the hinge to the last measurement AHinge HgtD The vertical offset from the hinge to the last measurement ACL Offset The horizontal offset from the centerline to the last measurement ACL HgtDiff The vertical offset from the centerline to the las
94. 00 Refl Ht 1 300 m Hz 5 24921020 5 90 19 52 DIST CONT_ TARGT Slope Dist Height Dif East 8 North 8 Elevation suiFT NENNEN C2 E RR BS Azimuth Enter the backsight azimuth for the orientation Simultaneously measure and record data the Meas Job Meas Job e the Meas Job SHIFT Measure a distance and record data in the Measure a distance without recording in Enter target data see User Manual 1 Distance measurement is optional Change the theodolite face TPS1100 Appl Prog Ref Manual 2 2 0en Traverse Occupy station The instrument is set up on Station Id Toggles to select the last previously measured traverse point Station identifier measured sideshot or the A measurement distance measure last measured traverse point as the ment is optional is made to the last 2 m new station traverse point acksignt laentitier SHIFT Change the theodolite This dialog corresponds to the Simultaneously measure and face TPS1100 Professional series record data in the Meas Job MEASURE dialog After the function has been performed the E 4 1 Distance measurement is optional station coordinates and orientation record in the are set in the instrument Meas Job Only uu if a sideshot point was measured Measure a distance gB without
95. 00 chainage Our horizontal alignment 4 Tutor 1 500 0 030 file specifies only one template 5 Tutor 35 000 16 700 Tutor You can however specify 6 TypCut 35 000 416 630 different templates for any chainage 7 TypCut 4 500 0 030 as you may require We will define 8 TypCut 0 000 0 000 two templates Tutor and TypCut 9 TypCut 1 500 0 030 templates 10 TypCut 35 000 16 630 TPS1100 Appl Prog Ref Manual 2 2 0en Road Preparing for the example continued 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 it 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 206 Orient the instrument towards a convenient North and set Hz to zero see figure page 206 Start ROAD and continue reading this manual When the Chainage amp Offset display first 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 Ht Shift 0 000 nM Sta Incrm 1 000 m Station 0 000 Element Offset 0 000 V Offset 0 000 m CONT 5 SHIFT
96. 0000 g Horiz Dist 10 000 m DIST START TARGT SHIFT C2 E QUIT access the e CONFIGURATION dialog Auto Record TPS1100 Appl Prog Ref Manual 2 2 0en Configuration Options continued Configuration TimeInterv 5se DistInterv 5 000 m Stop Pos 0 050 m Stop Time 2se 015 57860 0 Three automatic recording modes are available Time Interval Distance Interval and Stable Position The intervals are applied relative to the last recorded position whether triggered manually or automatically In all cases the measurement data will be recorded using the REC Mask you have specified Timelnterv When this mode is ON and the TCA TCRA instrument is following a prism in the tracking measurement mode measurement data will be recorded automatically whenever the time since the last recorded measurement data exceeds the time interval shown here i e every 5 seconds Distlnterv When this mode is ON and the TCA TCRA instrument is following a prism in the tracking measurement mode measurement data will be recorded automatically whenever the three dimensional slope distance from the last recorded measurement data exceeds the distance shown here i e 5 meter
97. 018m 0 00 48 0 0014m Distance 0 0000m 0 0002m 0 0010m 0 0002m Error Flag NONE NONE NONE NONE TPS1100 Appl Prog Ref Manual 2 2 0en 64 Free Station Continued next page Log File continued Using Robust Solution Station no 200 3 5461m 0 7683 ELV 0 6518m 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 Distance Error Flag 1 109 0 01 21 0 0012m 0 0000m NONE 2 110 0 00 00 0 0045m 0 0002m NONE 3 112 0 0725 0 0018 0 0010 4 113 0 048 0 0014 0 0002 Typical log file entry in the FREE STATION program TPS1100 Appl Prog Ref Manual 2 2 0en O 6 Free Station Reference line Line Introduction This manual describes the Reference Line program of the TPS1100 Professional series REFERENCE LINE is a specialized form of stakeout used for construction and building alignment It permits positioning of a point referred to a line or an arc Points for use in the program can be measured entered manually or read from the selected measurement job The program records individual measurements in the database In addition the program generates a log file containing all data for a given measurement session For three dimensional positioning the program calculates height differences between the
98. 100 Inst Ht 1 635 m Stn East 23541 025 m Stn North 55231 177 m Stn Elev 521 358 m Hz 233 15 25 REC HzO IMPOR TO Station Id Input the Point Id of the first occupied station in the traverse TPS1100 Appl Prog Ref Manual 2 2 0en 125 Traverse New traverse continued Inst Ht Optional but necessary to correctly compute elevations Input the height of the instrument tilting axis above the occupied station Stn East Input the Easting or X ordinate of the occupied station The station coordinates may be imported using the IMPOR hotkey Stn North Input the Northing or Y ordinate of the occupied station Stn Elev Optional but necessary to compute elevations Input the Elevation or Z ordinate of the occupied station Hz The current horizontal circle value Records manually entered station data on the active recording device The program proceeds to the Measure Mode dialog Set horizontal circle direction O For further information please refer to chapter Measure amp Record of System user manual Import station coordinates For further information please refer to chapter Setup of System user manual Press this key combination to import and view the stored coordinates of a point SHIFT Select method of orientation Three different methods orientation are available
99. 2 10 50987867 83 10 00100374 00000907 7 TRI00004 8 0 21000000 82 10 50996000 83 10 00100000 00000014 7 TRIO0004 8 0 20998059 82 10 50992756 83 10 00100000 00000015 7 TRI00004 8 0920996250 82 10150993505 83 10400099600 00000908 7 TRI00043 8 0 20996000 82 10 51000000 83 10 00099800 00000019 7 TRI00043 8 0 20992500 82 10 51000000 83 10 00100000 00000904 7 100043 8 0 20993912 82 10 51007934 83 10 00100000 00000003 7 TRI00044 8 0 21003750 82 10 51006495 83 10 00099700 00000904 7 100044 8 0 20993912 82 10 51007934 83 10 00100000 00000901 7 TRI00044 8 0 21007934 82 10 51006088 83 10 00100000 TPS1100 Appl Prog Ref Manual 2 2 0en 271 Monitoring Total Quality Management commitment to total customer Leica Geosystems AG Heerbrugg Switzer land has been certified as being equipped with a quality system which meets the satisfaction International Standards of Quality Manage ISO 9001 A ISO 14001 ment and Quality Systems ISO standard Ask your local Leica Geosystems agent for 9001 and Environmental Management more information about our TQM program Systems 150 standard 14001 Sica Geosystems Leica Geosystems AG 711724 2 2 0en CH 9435 Heerbrugg Switzerland Printed in Switzerland Copyright Leica Phone 41 71 727 31 31 Geosystems AG Heerbrugg Switzerland 2001 Fax 41 71 727 46 73 Original text www leica geosystems com
100. 2 0en Traverse Log File If LOG FILE is set to ON the Record measurements and the results are Computed coordinates of traverse stored in the LOG FILE specified points are continously stored The within the Configuration Editor This option Close traverse in the file is created in the directory LOG TRAVERSE MENU displays and the memory card Subsequently you stores at any time the coordinate can read the memory card on your differences of traverse points of PC and obtain a hard copy of the which the coordinates are known Log file Data will always be appended to the specified Log file The Log file contains the following information Header The header line will contain the name of this program information about the instrument the name of the data file and date and time TPS1100 Appl Prog Ref Manual 2 2 0en Traverse Log File continued Leica Geosystems Program Traverse V 1 00 1103 Serial 102999 Instrument Meas File Program Start Backsight Station Station Station Last Trav Pt Closing Pt No of Pts Length Hor miscl Vert miscl DEasting DNorthing Azi H miscl H Precision V Precision MYFILE GSI 20 04 1998 at 10 25 500 Pt 1 E 0 679m Pt 2 E 13 462m Pt 3 E 26 513m 501 E 77 949m 501 E 78 016m 4 82 788m 0 047m 0 268m 0 017m 0 031m 226951725 2036 2356 9 545 10 528 16 821
101. 22 StakeoUt re 42 Target Point seen 23 Polar 42 Measure Mode 2 0 0 23 Orthogonal Stak Out cccccesesscsssesetecseseseseeeeecseseens 44 Calculation CCT Te CC T 24 Stakeout with auxiliary points nC 45 Compare results 25 Stakeut from Coordinate Differences 47 26 Select Stakeout Method cccccccccccccccccecccccececeececsees 48 Configuration Editor 26 xls MR PHP NOME 51 Dual face Measurement 27 COMMUTING eres 51 Log FIG 28 Log File 52 TPS1100 Appl Prog Ref Manual 2 2 0en Contents Contents continued Free Station is od vin NIE Cou duU d RENS 54 Introduction se oe 54 Station Data 400 1 2 54 Target 442 4 112 55 Point LIST e REM 55 Measure Mode 5 e eee bU enn 56 Compare results 58 More Information 59 60 61 Configuration 61 Dual face Measurement 62 Log FING cc RE 63 Reference Line
102. 25 037 24 996 400 062 400 170 401 260 399 923 400 181 1 530m 1 650 1 610 Typical log file entry in the TRAVERSE TPS1100 Appl Prog Ref Manual 2 2 0en 137s Traverse Local Resection Introduction This manual describes the Local Resection program of the TPS1100 Professional Series 9 Elevation Station 1100pr64 gt East 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 positi ve N axis The program can be used to deduce the three dimensional 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 Station Data Enter station point number and height of the instrument LRes Station Data Station2 1 555 m Station Id Inst Ht LCONT o ooo o eT itle Proceed to the dialog MEASURE POINT 1
103. 382000 0003 0000NORM 71 00552000 0004 00000568 71 00568000 0005 000568 1 71 00568100 0006 000585 1 71 00585100 0007 000585 2 71 00585200 0008 0000NORM 71 00611000 0009 0000NORM 71 00775000 0010 00000811 71 00811000 0011 000826 9 71 00826900 0012 00000827 71 00827000 0013 00000827 71 00844000 0014 000826 9 71 00844100 0015 00000860 71 00860000 TPS1100 Appl Prog Ref Manual 2 2 0en a ae Road Station Equations Elements supported Comments Data units are defined by characters Station equation The number or identifier of the station equation number Chainage ahead The chainage to be applied going forward along the alignment from the equation Chainage back The chainage to be applied going backward along the alignment from the equation Header of Station Equation File 41 00J08 ID 42 0STAEQTN Wl41 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 10 00100000 43 10 00200000 WI 41 The station equation number WI 42 Chainage ahead WI 43 Chainage back TPS1100 Appl Prog Ref Manual 2 2 0en Road Station Equations continued Log File Example If Log File is set to ON the measurements and the r
104. 4 20000042 45 30000064 410020 V0 DIFFO 42 00000003 43 10000029 44 20000041 45 30000011 410020 V0 DIFFO 42 00000005 43 10000102 44 20000026 45 30000076 WI 41 WI 42 WI 43 WI 44 WI 45 TPS1100 Appl Prog Ref Manual 2 2 0en Sets of Angles Calculate Mode continued Slope distance results Distance Number of target Number of sets mR mM Results points standard deviation of standard deviation of a single direction the mean direction z3 z3 z 0 4 mm z 0 2 mm 410019 D0 RESLT 42 00000003 43 00000003 44 00000004 45 00000002 WI 41 WI 42 WI 43 WI 44 WI 45 Distance Mean Target Point Id Mean Distance 410020 D0 MEANO 42 00000002 43 00307642 410020 D0 MEANO 42 00000003 43 00290853 410020 D0 MEANO 42 00000005 43 00459673 WI 41 WI 42 WI 43 Residual Target Point Id Set number and Set number and Set number and Mean Distance residual Point Id 3 residual Point Id 3 residual Point Id 3 per Set Set 1 0 3 mm Set 2 0 7 mm Set 3 40 3 mm 410020 D0 DIFFO 42 00000002 43 10000002 44 20000003 45 30000002 410020 D0 DIFFO 42 00000003 43 10000003 44 20000007 45 30000003 410020 D0 DIFFO
105. 59670m Set 2 Residual 0 00003m average 4 59670m Set 3 Residual 0 00007m average 4 59680m TPS1100 Appl Prog Ref Manual 2 2 0en 128 Sets of Angles Introduction This manual describes the Traverse program of the TPS1100 Professional Series instruments Using data about direction and distance the program continuously computes the coordinates of the station in the example shown above the instrument moves from one station to the next previously measured point and aligns the horizontal circle For a point whose coordinates are known the deviation from the coordinates determined by measurement can be computed and displayed 1100pr61 SP3 Last Point 5 4 5 2 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 TPS1100 Appl Prog Ref Manual 2 2 0en Traverse Traverse Menu Traverse Menu In this display the individual functions of the program can be c
106. 60 prism V PrismConst 0 0mm LQUIT e B TPS1100 Appl Prog Ref Manual 2 2 0en Sets of Angles Measure Mode continued Set No Displays the number of the set currently being measured Always 1 in the learning phase Seq No Displays the sequential number of the point currently being measured Face Displays the required instrument face for this measurement Point Id Input the Point Id of the point currently being measured Refl Ht Optional but necessary for the program to correctly calculate the elevation of the target point Input the Reflector Height of the point currently being measured Auto Meas Automatic Measurement option available only with motorized instruments Select ON or OFF as desired If OFF motorized instruments must be manually pointed to this target point in further sets If ON motorized instruments will automatically turn toward this target point in further sets If ON and the target is a prism motorized instruments with ATR will automatically turn toward fine point and measure to this target point Prism Type Optional but necessary for the instrument to correctly measure the distance to the target point Select the type of prism at this target point PrismConst Display only of the offset of the current Prism Type Will be updated if the Prism Type is changed Press after all s
107. 60 Results dialog The results dialog displays the differences between entered and measured data There are two methods to choose from Orthogonal and Polar For more information refer to chapter Method Dialog REFL L amp O Results Am e Point Id 14 Refl Ht 1 300 m A Offset gt 0 332 m A Line 8 4 1 002 AHt CUT 1 011 m Sollh he 100 001 m ALL DIST REC CONT METHD C2 E QUIT Point Id Point number of the point to be staked Refl Ht Reflector height used at target A Offset orthogonal stakeout Difference in transversal displacement between actual and calculated point pointis further to the right pointis further to the left A Line orthogonal stakeout Difference in longitudinal displacement between actual and calculated point along reference point is further along the reference point is closer to beginning of ref AHz polar stakeout Difference in Hz between actual and calculated direction A Dist polar stakeout Difference in horizontal distance between actual and calculated values A Ht Difference between design and measured elevation Expressed both numerically and as CUT FILL Elev Edit Elev OFF Elevation of the measured point DesignElev Edit Elev ON Elevation entered by user Simultaneously execute distance measurement and record the measurement 4 Re
108. 680 2 ae 11 674 d eo E 2 774 2 I rog M 2 125 7 of 1 22 222 5 4 2 ua un CHA 0 00 Road Profile EOP 7 C 11 674 BOP EL 31 10 at 2 0096 0 27 918 EL 31 654 E 2774 E i 1 L 12 680 N 2125 1 2 000 7 80 00 00 1 i 88 889 gon 5 i y i 3 CHA 0 62 N Original Ground Elevation 30 500 8 04610 Setup Point E 314 15 N 308 05 30 50 H d i 000 305 00 305 00 3 0 3 6 9m TERME Es TPS1100 Appl Prog Ref Manual 2 2 0en 212 Road Preparing for the example continued Horizontal Alignment ALN EX1 GSI Station Element Rad Par Template E N 45 0 03 0 0 1 5 0 03 0 000 Straight 0 000 Tutor 305 000 305 000 7 620 Curve 9 080 Tutor 305 000 312 620 CL 20 298 Straight 0 000 Tutor 312 502 321 562 Original 27 918 EOP 0 000 Tutor 320 007 322 885 Vertical Alignment PRF EX1 GSI lt Chainage Element Rad Par H 35 16 7 35 1 0 Straight 0 31 100 2 27 918 EOP 0 31 654 Template CRS EX1 GSI While running ROADPLUS you can Template Offset Ht Diff switch templates at any time 1 Tutor 35 000 16 700 The horizontal alignment file TypCut will not be used to stake 2 Tutor 1 500 0 030 specifies a template for each out this example 3 Tutor 0 000 0 0
109. ATE 35 41 00001000 36 11 00000000 71 0000FILL 72 00000000 TEMPLATE 35 41 00002000 36 11 00000000 71 0000FILL 72 00002000 TPS1100 Appl Prog Ref Manual 2 2 0en 237s Road Cross Sections Assignments Elements supported Comments B must have a corresponding cross Cross Section The number or identifier of the cross section tion fil b section file number Chainage The chainage from which the cross section is applied Cross section remains valid until a new cross section is assigned Header of the Cross Section Assignment File A given cross section may be assigned more than once 410001 000 5 42 10 ASSIGNMT 43 CRSASKER The units for station chainage are defined in WI 42 in the file header Wl41 Job identification Max 8 ASCII characters user definable WIl42 Cross section assignment file identification May not be changed by user Data units are defined by characters 6 7 of W142 WI43 Name of the corresponding cross section file A data block for a cross section assignment is structured as follows 110002 0000NORM 71 00382000 WI 11 The cross section number identifier WI 71 Beginning chainage for that cross section TPS1100 Appl Prog Ref Manual 2 2 0en 238 O Road Cross Sections Assignment continued Example 410001 000asker 42 10 ASSIGNMT 43 CRSASKER 0002 0000NORM 71 00
110. Editor continued Data Job Selection of the data job containing the fix point coordinates control data Store the current configuration and proceed to the dialog STATION DATA Set the value to the default Displays date and version of the running application 51100 Appl Prog Ref Manual 2 2 0en m Local Resection Dual face Measurement In the dual face mode the program will prompt for measurements in both faces When both measurements are taken the program will check the difference between the two If the difference in angle is within 27 0 5 gon and the difference of two measured distances is within 0 5 m 1 64 ft the observations will be averaged These tolerances are used to avoid errors in target identification If exceeded an error message will be displayed Introduction This manual describes the program of the TPS1100 Professional 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 stakeout The Intersections routine computes Bearing Bearing intersections Bearing Distance intersections Distance Distance intersections or Intersection by Points The function Offsets consists of the following subfunctions Distance
111. GSI Format The required format of a GSI file containing DTM triangles is described below Header of the DTM file The header is the first line in the GSI file There must be one header line per file in the follwing form 41 000JO0BID 42 DTMNTWRK 43 DTMCOORD 44 00001000 45 00001000 Wl41 Job identification maximum 8 characters may be defined by user W142 Identification of DTM file may not be changed by user This entry must be DTMNTWRK WI43 Identification of principal point type may not be changed by user This entry must be DTMCOORD W144 Optional easting offset May be defined by user W145 Optional northing offset May be defined by user If used easting and northing offsets are added to the coordinates of the triangle vertices These values have no digits to the right of the decimal place For example if units are set to m 44 00001000 means that 1000m will be added each Easting coordinate TPS1100 Appl Prog Ref Manual 2 2 0en 269 Monitoring Leica GSI Format continued The data block records for the triangle vertices are contained within the GSI file in sets of three There is one block for each vertex of each triangle Data block for triangle vertex abc cs o 0 il 10 2100000082 107509960700 XS 01010 WI11 WI71 Wl81 WI82 WI83 Point identification ignored by the application Triangle n
112. Height Measure Base Point continued V Vertical angle to the remote point Refl Ht Reflector height used for the target point Slope Dist Slope distance from the instrument station to the base point Ht Diff Height difference between the base point ground and the instrument ground Start the Configuration Editor Simultaneously measure and record in the active measurement job Proceed with the REMOTE POINT dialog SHIFT Change the theodolite e e face E Measure a distance Record the SHIFT Exit the program measurement in the active mm measurement job and proceed with the REMOTE POINT dialog Measure the distance Accept the measurement without recording Proceed with the REMOTE POINT dialog Enter the target data see User Manual Proceed with REMOTE POINT dialog TPS1100 Appl Prog Ref Manual 2 2 0en Remote Height Measure Remote Point Once the base point has been measured this dialog shows the position of the point above or below the base point aimed with the telescope The data are immediately updated while turning the instrument Point Id Stationi2 Hz 2 16 55 50 B 91 16 20 Slope Dist 23 345 m AHt Diff 6 435 m East 3453 998 m BASE 5 North 124 003 m Elevation 768 005 m ISHIFT
113. IFT 5 Select the stakeout record data in the stakeout data For method any stakeout measurement job more information refer to chapter dialog Plot STAKE Measure a distance SHIT Exit the program Record the measurement in the measurement job Acquire the next point to stake 4 I p Enter target data Re position the telescope on the target Note this function CoarseMode Select Method LINE OFFSET StakeMode POLAR STAKEOUT Auto Pos Ht Offset Graphics Symbols lin ms 0 E UN RN Coarse Mode 2D 0 000 2D FROM STA 5 MEN RENE Select the mode for COARSE is only available for motorized POSITIONING theodolites NONE no Coarse mode used SHIFT Change stakeout LINE OFFSET see chapter Line method Offset For more information refer to chapter ORTHOGONAL see chapter Select Stakeout Method Orthogonal AZIMUTH amp DISTANCE see chapter Azimuth and Distance 51100 Appl Prog Ref Manual 2 2 0en Stakeout Select Stakeout Method continued Choosing NONE the program will automatically proceed to the selected STAKEOUT METHOD and bypass the COARSE POSITIONIG method after you selected a new stakeout point StakeMode Select the mode for STAKEOUT POLAR STAKEOUT see chapter Polar St
114. 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 Displays date and version Set default values Default values are displayed in dialog CONFIGURATION Exit the program SHIFT is given Store the current configuration and proceed to Log File the dialog SETS MENU ON records measurements in a Log File The format is described in chapter Log File see next page Log FIName Enter the Log File Name Meas Job Selection of the measurement job for recording measurements Data Job Selection of the data job containing the fix point coordinates control data TPS1100 Appl Prog Ref Manual 2 2 0en Sets of Angles 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 The header line will contain the program used information about the instrument the name of the data file as well as date and time the program was started Data The
115. Measure a distance TPS1100 Appl Prog Ref Manual 2 2 0en 28 Resection Calculation In this dialog the calculated station coordinates are shown with the orientation Station Id 1 No of Pts 2 Inst Ht 1 635 m 2134 234 m 4231 365 m 580 643 m STORE East North Elevation Hz Ori 2 12734 cEast 0 003 m oNorth 0 005 m oElev 0 005 m oHz Ori 0 00 03 MN RENE Station Id Station point number No of Pts Number of points measured Inst Ht Instrument Height East Calculated Easting for the station North Calculated Northing for the station Elevation Calculated elevation for the station Hz Ori Oriented direction cEast Standard deviation of Easting oNorth Standard deviation of Northing oElev Standard deviation of the Elevation oHz Ori Standard deviation of the Orientation Set orientation and station coordinates on the instrument Record the following results in the active measurement job WI 11 Station Point Number WI 25 Orientation correction WI 84 Station Easting WI 85 Station Northing WI 86 Station Elevation WI 87 Last reflector height used WI 88 Instrument Height Compare the Resection results to the station coordinates and orientation currently set in the instrument Exit the program ISHIFT TPS1100 Appl Prog Ref Manual 2
116. O CO CO 44 44 44 44 44 ail so 44 44 44 08 00307660 08 00290900 08 00459730 08 00459610 08 00290800 08 00307620 08 00307670 08 00290890 08 00459740 08 00459600 08 00290830 08 00307620 08 00307660 08 00290900 08 00459740 08 00459620 08 00290800 08 00307620 og 0000003 20000000 20000063 20000020 00000057 20000042 20000041 20000026 00000004 20000003 20000007 20000003 U o o Bos Sas SoS 15 5 gt Or On 0000 000 0000 000 0000 000 0000 000 0000 000 0000 000 0000 000 0000 000 0000 000 0000 000 0000 000 0000 000 0000 000 0000 000 0000 000 0000 000 0000 000 0000 000 00000022 30000000 2 525 091019 02 9 30000016 00000033 30000064 30000011 25 25 0101010 DEIIG 00000002 30000002 30000003 30000007 TPS1100 Appl Prog Ref Manual 2 2 0en Sets of Angles Calculate Mode continued Formats and Data Recording WI 42 Number of target points observed The following formats are used to record results in the Meas Job WI 43 Number of sets active in the computation Horizontal direction results WI 44 Standard deviation of a WI 41 HZ RESLT Horizontal single horizontal or vertical direction
117. Point Id B 12 Refl Ht 1 300 m SEARG VEW e Retrieve the coordinates of the target point Search the coordinates of the point entered in the active data job and go to the measure mode e Define a list of target points and the measurement sequence For further use selection of points from the list is possible Orientation and Height Transfer Target Point continued 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 a Search and display the coordinates of the point found in the active data job ag Run the calculation Note the 275 key will be assigned after the first measurement SHIFT Start the CONFIGURATION TPS1100 Appl Prog Ref Manual 2 2 0en Point List Enter a maximum of 10 points The same point can be retrieved several times OriV Point List Point Point Point Point Point Point Point 7 Point 8 Point 9 Point 10 0 NENNEN EE e Return to the dialog Target Point
118. Reference Line 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 Log File continued Leica Geosystems Program Reference Line V 1 00 Instrument TCA1103 Serial 102999 Meas File MYFILE GSI Program Start 20 04 1998 at 09 42 Station no Stationpointnumber E 1000 000m 2000 000 400 000 1 1150 1 BasePoint Baselinepointnumber 2 E 1050 000m 2050 000 410 000 Typical log entries the REFERENCE LINE program 2 BasePoint Baselinepointnumber E 1060 000m 2060 000 420 000 Offset 1 0000m Point no 1025 E 1005 961m N 2048 409m 398 497 hr 1 115m Deltas dO 4 3403m 2 elle 3 0907m dL P2 67 610m dH 1 5027m Define Line and Offset Offset 1 000m Line 70 711m Elevation 401 000m Line amp Offset Point No 1026 Design 1100 000 2100 000 401 000 Staked E 1100 051m N 2099 989m 401 102 hr 1 115m Differences dE 0 051m dN 0 011m dH 0 102 TPS1100 Appl Prog Ref Manual 2 2 0en zZ Reference Line Remote Height Height Introduction This manual describes the Remote Height program of the TPS1100 Professional series Remote Height is used to determine the elevation of inaccessible points e g on cables or building facades First the distance to a base po
119. S TPS1100 Appl Prog Ref Manual 2 2 0en 133 Traverse Configuration Configuration Editor Start the Configuration Editor from the traverse menu dialog Configuration Two Faces NO Mult Meas NO Y Code 38 Log File OFF v Log FlName TRAVERSE LOG Meas Job FILEO1 GSI v CONT l DEFLT Data Job FILEO1 GSI v NENNEN ERE The Configuration Editor sets parameters for further program operations Two Faces YES for dual face measurement NO for single face Mult Meas YES to allow multiple measurements NO for single measurement Code Input the code number used when recording results in the Meas Job max 8 characters Log File Set to ON the program will record measurement data in the Log File according to the format described on chapter Log File Log FIName Enter the Log File Name Accept the displayed z parameters and return to the TRAVERSE MENU Set all values to default Default values are shown in dialog Display the Traverse Information dialog 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
120. STACOORD L INS d EEA QUIT Job Id You may edit the Job Identifier offered here or accept the default offered File Id The File Id of a Vertical Alignment File is VALIGNM and may not be changed File Type The File Type of a Vertical Alignment File is STACOORD and may not be changed Press this key when you are ready to insert a new vertical alignment element into the file New records will always be inserted after the currently displayed record in a Vertical Alignment File Be Press this key when you have completed all edits in the current file Press this key to display the record before the currently displayed record in this file This key label will not be displayed if the current record is the first record in the file Press this key to display the record after the currently displayed record in this file This key label will not be displayed if the current record is the last record in the file TPS1100 Appl Prog Ref Manual 2 2 0en 185 Road File Editor Header Record continued Press this key to import the elevation of a point in another file Press this key combination to delete the currently displayed record in this file This is not available if the Header Record is displayed Press this key combination to display the first record in this file Press this key co
121. St Measure dy 3 Point Id Hz 5 286 55 s V 91 16 20 Refl Ht 1 500 m Slope Dist 22 039 m AHZ 7 m DIST 211 Simultaneously measure and record data in the active measurement job Return to the dialog TARGET POINT Measure a distance Record the measurement in the active measurement job Return to the dialog Target Point Accept the measurement and return to the dialog TARGET POINT er Enter target data see User Manual Change the theodolite face Exit the program SHIFT ISHIFT Calculation Calculates the 3D station coordinates and orientation as well as the standard deviation of the results FreSt Results L Sqrs 1 Station Id No of Pts 6 Inst Ht 1 635 East 2134 234 North 4231 365 Elevation 580 643 SET STORE MEAS MORE Hz Ori 2 12 34 oEast 0 003 m oNorth 0 005 m oElev 0 005 m oHz Ori 0 00 03 Calc Scale YES w Scale B 0 999956 MEN RE ERE QUIT Station Point number assigned the station No of Pts Number of points measured TPS1100 Appl Prog Ref Manual 2 2 0en Free Station Calculation continued Inst Height Instrument Height East Calculated Easting for the station North Calculated Northing for the station Elevation Calculated Elevation for
122. Wc 3 89 44 22 27091600 894411 894411 0 0 4 919647 2685228 91 06 34 91 06 33 1 1 according to the following table same method is used for slope distances 1 8741401 2724692 8741449 3 9 2 88 42 09 271 18 20 88 41 54 1 1 34 mR Ned 34 42 3 894427 2704600 894412 2 4 4 91 06 47 26895340 91 06 33 0 0 mR 2 mM 244 1 8791401 272 46 34 8721343 43 9 S 3 2 88 42 09 271 18 20 88 41 54 1 1 3 894423 27091604 894409 2 4 4 91 06 49 268 53 42 91 06 0 x 2 Ev 34 TPS1100 Appl Prog Ref Manual 2 2 0en 115 Sets of Angles Examples and used formulae continued Used formulae and designations a Inboth 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 v Residuals S Number of sets Number of targets r d b v r q for horizontal directions V for vertical directions Average of the differences for horizontal directions Standard deviation of one horizontal direction observed in two faces 4 IET a Standard deviation of one vertical direction observed in two faces R EC N s 1 Standard deviation of an averaged direction from al
123. X 12 Y 17 The exact measurement data to be recorded will depend upon how rapidly you are moving and how close to the 5 meter limit the preceding measured position was If you continue moving directly North from X 12 Y 17 and press REC to trigger a manual position recording as you pass X 12 Y 20 that will reset the distance interval as well Then as long as the prism is moving continuously but never gets more than 5 meters from 12 20 no more measurement data will be automatically recorded This combination of Distance Interval and Stable Position modes is ideal for automating a topographic survey of an irregularly detailed site In relatively open areas measurement data will be automatically recorded as the prism is scanned across the surface based on the specified distance interval In areas with more detail measurement data will be automatically recorded whenever the prism is centered over a point of interest for the indicated amount of time TPS1100 Appl Prog Ref Manual 2 2 0en 247 _ Auto Record Measurement and Recording When the program starts it will display the AREC MEASUREMENT dialog Auto Record Point Id 1 Point Code Refl Ht 1 500 m Hz 5 289 3570 g 5 64 5875 4 Horiz Dist 2 616 m Ht Diff 0 312 m East 102 518 m North 8 99 873 m Elevation 401 257 m 1 Point Id The point identif
124. You may measure more than one additional set up to the maximum number of pointings supported by Sets of Angles 64 Face Face II pointings to targets If you have a motorized instrument you will be able to specify the number of additional sets and the instrument will turn to each target point in sequence until all the additional sets have been measured TCA and TCRA instruments will automatically measure to all target points that have the Auto Meas parameter set to ON If you have a non motorized instrument you will select Measure Further Set after each set is completed until all additional sets have been measured The Telescope Positioning dialog will help you find the target points in sequence SETS Measure Set Set No 1 Seq No 1 Face x I Point Id 501 Refl Ht 1 300 m Auto Meas OFF MEAS lt gt DONE n 5 Set no Displays the number of the set currently being measured TPS1100 Appl Prog Ref Manual 2 2 0en Sets of Angles Measure Mode continued Seq no Displays the sequential number of the point currently being measured Point Id Input the Point Id of the point currently being measured Refl Ht Optional but necessary for the program to correctly calculate the elevation of the target point Input the Reflector Height of the point currently being mea
125. a change because that was the last offset value used for the previous right side point lt Access the Point Coords display Station 25 000 Refl Ht 1 500 East Northing Elevation 331 000 340 500 31 200 STAKE 5 2 To stake the offset point on the right side for chainage 25 00 Station 25 000 Refl Ht 1 500 m East 331 000 m Activates the stakeout Nort 340 500 m e Elevation 31 200 m program Record the staked out point or ISTAKE 1 T1 1 1 CONT in STAKEOUT to return to 5 MEN a Me Pe Me Mo 11 Access the stakeout Stati 25 000 Cross Sect 0000000000FFICE Y program See STAKEOUT ACL Offset 1 500 m Record the staked out point or ACL HgtDif 0 030 og Grace Otte EDO E CONT in STAKEOUT to return to CATCH CENTR FILLS ROAD 5 NN RII III Change the ACL Offset from centerline to negative 1 5 m Change the Stake Offs value to negative 0 600 m Access the Point Coords display TPS1100 Appl Prog Ref Manual 2 2 0en Road Horizontal Offset Stake Out Summary Select Alignment Files Set offset value and select point to stakeout
126. a station equation file when you started Road Allows you to jump directly to the Begin Station Chainage specified in the configuration Allows you to jump directly to the End Station Chainage specified in the configuration Allows you to place a note in the Log File if one is activated in the configuration SHIFT SHIFT SHIFT Sta From this dialog you may make a measurement and Road will calculate the station chainage and offset at the prism or you may import a point and calculate the station chainage and offset of that point Point Id Station Element H Offset V Offset CONT MEAS STORE IMPOR 5 to set the measured point into the Station amp Offset dialog Not available until after a measurement has been made or a point imported TPS1100 Appl Prog Ref Manual 2 2 0en Road Preparing for the example continued to make a measurement The normal measurement dialog is displayed Press when you are ready to calculate the station chainage and offset of a measured point You will return to this dialog and see the Station Element and Horizontal and Vertical offsets to the measured point e to store the results of this measurement Not available until after a measurement has been made
127. ace minimum distances between points but does not check for optimal point distribution Define Local Plane Calculates the plane parameters as well as standard deviation of the adjusted plane for more than 3 points Coordinate entry for origin of local system REFP Define Local Plane 3 No of Pts 4 0 020 50 Enter local coord of 151 Pt X Coord BRI m Z Coord 0 000 m CONT ADD P 1 MORE ISHIFT No of Pts Number of points used for plane calculation 50 Standard deviation of the plane X Coord Enter local X coord of origin The origin is defined as the projection of the first measured point onto the calculated plane see graphics Z Coord Enter local Z coord of origin The origin is defined as the projection of the first measured point onto the calculated plane see graphics Set origin and continue to offset dialog Measure additional points to define plane Show the results of each definition point See Results dialog Define new plane Results Dialog Displays the perpendicular deviation of each defining point from the plane only if 4 or more points are used Results PtId Ad m Sts 100 0 001 101 0 002 102 0 002 103 0 263 104 0 001 sir MEN Pt ld Displays Pt ld of defi
128. ad Slope Staking Slope staking involves determining a point where the cross section template meets the ground surface This Catch Point of zero cut fill Catch Point is found primarily by trial and error and a lot of computing The following diagram illustrates the concepts of slope staking The slope staking routine is accessed from the Cross Sections display Fill Cross Section CL Offset Centerline 0 2 0 000 Cut Cross Section AXS Hgt Diff Catch Point Centerline 0 200 000 Y c 49 Plan View o CL Offset Catch Point I N lt a Plan View AChainage Set the V Offsets to zero Start the CROSS SECTIONS display from the CHAINAGE amp OFFSET display Set the Ht Shift to zero D 1L Station 0 000 Ht Shift 0 000 m Template 000tutor ACL Offset 1 500 m ACL Ht Dif 0 030 m mall 8 i6 CENTR SHIFT or Select the left or right most cross section point TPS1100 Appl Prog Ref Manual 2 2 0en Road Slope Staking continued 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 Sta
129. akeout ORTHOGONAL STAKE see chapter Orthogonal Stakeout AUXILIARY POINTS see chapter Stakeout with auxiliary points GRID COORDINATES see chapter Stakeout from Coordinate Differences Auto Pos Select positioning method Motorized instruments only Off Automatic positioning off 2D Positioning of the horizontal drive 3D Positioning vertical and horizontal drive Ht Offset The height offset is added to the design elevations of the points to staked CUT and FILL values refer to the elevations modified by the offset The value can be changed only when you are in this dialog Graphics Choose additional graphic displays The graphics show the relative positions of the station the reflector and the required point 0 At the largest scale the dimension of the graphics represents an actual value of about one metre The scale is automatically altered in steps 5m 20m etc in accordance with the distance of the reflector from the required point These graphics are particularly suitable for use in conjunction with the RCS1000 remote control system Depending on the particular application the control unit at the target point can be moved towards the station or away from it or orientated northwards or southwards The direction from the current station reflector towards the required point is then the true one and the required point can be quickly located by moving the reflector in th
130. al curve The station or chainage at the low or high point of the vertical curve Road File Editor Insert Parabola continued The general equation for a parabola is Y aX bX c When the parabola describes a vertical curve in an alignment Y elevation above datum of a point on the vertical curve X The horizontal distance from the beginning of the vertical curve One half of the rate of change of slope in the vertical curve b The slope of the vertical alignment as a decimal fraction not percent at the beginning of the vertical curve and c The elevation above datum at the beginning of the vertical curve Therefore the p parameter may also be expressed as p a Elevation The Elevation or Z ordinate at the beginning of the element Search You will see this dialog if you selected SEARC on the previous dialog REdit Search Direction Forward V Station sir Direction Select the direction you wish to search from the current record Station Input the Station for which you wish to search Press this key to search for the input Station e TPS1100 Appl Prog Ref Manual 2 2 0en 189 Road File Editor Cross Section New Cross Section File You will see this dialog if you selected File Type Cross Section and pressed CREAT on the pr
131. alled After a function has been performed the user returns to this display Trav Traverse Menu 1 Occupy Next Station 2 Measure Traverse Point 3 Measure Sideshot Point 4 Close Traverse 5 Start Traverse 6 End program CONT Sort KCN Occupy Station Select to occupy a station previously measured in this traverse Traverse Point Select to measure to the next traverse station Sideshot Point Select to measure to a sideshot point Close Traverse Select to compute the misclosure data for the current traverse New Traverse Select to discard any retained information and start a new traverse End Program Select to end the traverse program Data for the current traverse will be retained in memory for use if the program is restarted later Press to accept the currently highlighted selection SHIFT Start the CONFIGURATION SHIFT Press this key combination to quit the Traverse program at any time New traverse Any data of a previous traverse in the memory will be erased at the start of a new traverse To avoid unintentional erasing a confirmation must be made The first dialog requests the entry of the station point number height of instrument station coordinates and the setting of a specified Hz angle Start Traverse Am e Station Id Station
132. along baseline RCALL Call up of a distance along baseline which has been previously stored using the function Polar calculation Distance Exit the program Changing the direction as dialog box Modify SHIFT e SHIFT e TPS1100 Appl Prog Ref Manual 2 2 0en 165 COGO Orthogonal point calculation continued Enter lateral deviation distance Offset COGO Offset Am Perpendicular offset from BL Offset 0 000 m REEL 27275 51 SHIFT Horz Dist Enter lateral deviation distance Offset Accept displayed values Determining the lateral deviation distance Offset by means of the function Polar calculation refer to chapter Inverse INPUT Entering lateral deviation distance RCALL Call up of a lateral deviation distance which has been previously stored using the function Polar calculation Changing the direction as dialog box Modify Distance Exit the program ISHIFT SHIFT The following dialog box shows the results of the orthogonal point calculation COGO Y Offset Results Point Id East 0 000 m North 0 000 m Elevation CONT NEW STORE STAKE MEN RR L7 Point Id Entering point number of the
133. ates and the orientation calculated by the program to the station coordinates and the orientation currently set in the instrument Station Id 1 AOri 0 00 05 AEast 0 002 m ANorth 0 006 m AHt 0 020 m Fix East 2134 236 m CONT Fix North 4231 359 m Fix Elev 580 663 m Calc East 2134 234 m Calc North 4231 365 m Calc Elev 580 643 m NENNEN ERE E AOri Orientation difference between the calculated orientation and the orientation set in the instrument AEast Difference between the calculated Easting of the station and the Easting set in the intrument Calc East Fix East ANorth Difference between the calculated Northing of the station and the Northing set in the intrument Calc North Fix North AHt Difference between the calculated Elevation of the station and the Elevation set in the intrument Calc Elev Fix Elev Fix East Easting coordinate of the station currently set in the intrument Fix North Northing coordinate of the station currently set in the intrument Fix Elev Elevation of the station currently set in the intrument Calc East Easting coordinate of the station calculated with resection Calc North Northing coordinate of the station calculated with resection Calc Elev Elevation of the station calculated with resection
134. 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 Example of Logfile Data The following data are the result of running Sets of Angles to measure three sets to three target points and computing the horizontal vertical and distance results the same data as in the Meas Job shown previously TPS1100 Appl Prog Ref Manual 2 2 0en aB Sets of Angles Example of Logfile Data continued Leica Geosystems Program Sets of Angles V 1 00 Instrument Meas File FILEO1 GSI Program Start 29 04 1998 at 11 04 Station 1 E 100 00000m N 100 00000m H 400 00000m hi 0 00000m Horizontal set results 3 Sets measured with 3 points each Standard deviation of any measurement 5 0 000389 Standard deviation of mean from all measurements 0 00022g 1 Point ld 2 mean direction 0 00000g Refl Ht 0 00000m Prism Type Leica refl tape Prism Constant 0 03440m 2 Point Id 3 mean direction 38 80359g Refl Ht 0 00000m Prism Type Leica refl tape Prism Constant 0 03440m 3 Point ld 5 mean direction 90 633610 Refl Ht 0 00000 Prism Type Leica refl tape Prism Constant 0 03440m continues next page TPS1100 Appl Prog Ref Manual 2 2 0en Sets of Angles Example of Logfile Data continued Results of single sets 1 Point ld
135. be averaged These tolerances are used to avoid errors in target identification If exceeded an error message will be displayed TPS1100 Appl Prog Ref Manual 2 2 0en Traverse Multiple Measurement The measurement to a point can be repeated as often as desired to achieve a higher accuracy or reliability The mean value of the measurements and the respective standard deviation is displayed Point No 500 No of Meas 8 1 oHz 020000 8 0 00 00 oSlopeDist 0 001 m OHz z 45 00 52 MEAS CLEAR TARGT 3 103 45 25 OSlopeDist 50 125 m TS Point The target point number No of Meas Counter of the measurements o Hz Standard deviation of the horizontal direction for a single measurement oV Standard deviation of the vertical angle for a single measurement c Slope Dist Standard deviation of the slope distance for a single measurement Hz Mean value of the Hz measurements ov Mean value of the V measurements Slope Dist Mean value of the slope distances Further measurements Delete all measurements of the current point and start again Record the mean value of the measurements on the active recording device Return to the TRAVERSE MENU dialog Accept the mean values and return to the TRAVERSE MENU e Enter target data see User Manual TPS1100 Appl Prog Ref Manual 2
136. computing the elevation of the offset point to be staked The ROAD 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 most common method used is the Horizontal method To select this method move the cursor to S Offset Ht and press P to display the three options Move the cursor to Horizontal and press 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 TPS1100 Appl Prog Ref Manual 2 2 0en 218s Road Stakeout and Record point The POINT COORDS dialog Stakeout Next point on Cross displays the current chainage Section location of the offset point to be staked The display also shows the ae value for the prism pole Refl Height Station 0 000 and the Easting and Northing Cross Sect 0000000000FFICE Y s ACL Offset 1 500 m coordinates of the offset point and ACL HgtDif 0 030 m the finished grade elevation of the Stake Offs 0 600 m NNI ETERNI actual point not the offset location NENNEN
137. ditional sets at this instrument station ISETSV Measure Set Set No 1 Seq No 1 Face x I Point Id 501 Refl Ht 1 300 m DUE 5 EN ERE E Displays the number of the set currently being measured Seq no Displays the sequential number of the point currently being measured Face Displays the required instrument face for this measurement Point Id Displays the Point Id of the point currently being measured Refl Ht Displays the Reflector Height of the point currently being measured TPS1100 Appl Prog Ref Manual 2 2 0en Sets of Angles Measure Mode continued Press to measure to the displayed target point in the displayed face Press to measure to the previous target point in the displayed face You may measure points out of sequence but this may have undesirable effects in your post processing software Press to measure to the next target point in the displayed face You may measure points out of sequence but this may have undesirable effects in your post processing software ESI Press when all target points have been measured in Face I or to abort measurement Measure Further Set After finishing the first set select Measure Further Set again You must repeat the above procedure to measure at least one more set
138. e RESULT dialog TPS1100 Appl Prog Ref Manual 2 2 0en Distance 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 TieD Radial Mode Center Pt 12 Radial Pt 13 Hori Dist 4 567 Azimuth 3 342 52 35 Height 2 543 Slope Dist 4 946 NEXT RESET STORE POLY A East A North NENNEN Ce 3 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 H2 H1 Slope Dist Slope distance between the two points A East Difference in Easting between point 1 and point 2 E2 E1 The grid coordinates are only valid for oriented instruments set up on a known point A North Difference Northing between point 1 and point 2 N2 1 Note the grid coordinates are only relevant for oriented instruments set up on a known point Return to the dialog NEXT POINT and measure the next point Delete previous input
139. e averaged These tolerances are used to avoid errors in target identification If exceeded an error message will be displayed TPS1100 Appl Prog Ref Manual 2 2 0en IEEE Resection 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 The header line will contain the program used information about the instrument the name of the data file as well as date and time TPS1100 Appl Prog Ref Manual 2 2 0en 28 Resection 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 Log File continued Leica Geosystems Program Resection V 1 00 Instrument TCA1103 Serial 102999 Meas File MYFILE GSI Program Start 20 04 1998 at 09 42 Using Least Squares Solution Station no 2000 E 0 0011 0 0006 ELV 398 3951m 1 6000 Ori Corr 2 240 50 51 S Dev East 0 0003m S Dev North 0 0003m S De
140. e learning phase Measure the distance to the target point record the measurement results in the Meas Job and return to the previous dialog Data will also be stored internally by Sets of Angles Measure the distance to the target point and remain at this dialog Record the measurement results in the Meas Job and return to the previous dialog Data will also be stored internally by Sets of Angles e Store the measurement results internally and return to the previous dialog Data will not be stored in the Meas Job IE May not be available Check and or set the reflector type reflector height ppms TPS1100 Appl Prog Ref Manual 2 2 0en 101s Sets of Angles Measure Mode continued Measure Set At the conclusion of the learning phase select Measure Further Set You will be prompted to make the measurements in the sequence you selected in Configuration to complete the first Set of measurements Non motorized instruments will display the Telescope Positioning dialog to help you find the target points in sequence Motorized instruments will automatically turn to the target points in sequence You must refine the pointing manually After completing the first set the program returns to the Sets Menu With TCA or TCRA instruments and Auto Meas ON the first set will be completed automatically and the program returns to the Sets Menu You will use this dialog to measure all ad
141. e Slope ratio Header of the Cross Section File 41 00J0B 10 42 TEMPLATE WI 41 Job identification Max 8 ASCII characters user definable WI 42 Template file identification May not be changed by user TPS1100 Appl Prog Ref Manual 2 2 0en 235 Road Cross Sections continued A data block for a cross section is structured as follows Anegative height difference 6 indicates a point below the 11 0PROF NR 35 10 DISTANCE 36 10 000HDIFF centerline 71 0000FILL 72 00002000 Apositive height difference WI 11 The cross section number indicates a point above the WI 35 Horizontal distance from the centerline centerline WI 36 Height difference from the centerline WI 71 Cross section type Across section may contain up to WI 72 Slope ratio 48 points Atemplate file must contain at least one cross section Comments All data blocks having the same Data units defined by WI 35436 The entries for cross section type cross section number WI11 and slope are optional belong together Cross sections do not have to be sorted by number The non zero slope entry must be All data blocks belonging to a attached only to the last point on cross section must be consecutive negative distance WI35 each side of the cross section in the file to minimize file access indicates a point to the left of the centerline The data blocks for a cross section mu
142. e direction of the required point as displayed in the graphics TPS1100 Appl Prog Ref Manual 2 2 0en Stakeout Select Stakeout Method continued Following Graphics settings are possible e OFF No graphics are displayed From Station The graphics are oriented from the instrument station to the point to be staked This mode is recommended for guiding the rod person from the station Station The graphics oriented from the current reflector position to the station This mode is adapted if working in the polar or orthogonal stakeout mode and in RCS mode To North The graphics are oriented to the North This mode is recommended for stakeout in RCS mode and in the grid coordinates mode From North The graphics are oriented to the South This mode is recommended for stakeout in RCS mode and in the grid coordinates mode Example Polar Stakeout Polar Stakout 105 2 0 37 25 AD 17 310 m Cut 11 108 m 1 100 800 m Scale 20 000 m DIST CONT POSIT SHIFT METHD PLOT QUIT e z These graphics appear after a distance measurement No graphics of this type are available in the method Setting out with help points TPS1100 Appl Prog Ref Manual 2 2 0en Stakeout Select Stakeout Method continued Symbols Arrows may be used to guide the rod person to t
143. e position and stable time definitions will be shown SHIFT Q Display the Auto Record Information screen Quit the Auto Record program without recording any more data Notes on Configuration You may have any combination of automatic recording modes active at the same time or all of them if you find it advantageous When more than one mode is active simultaneously the first mode that is satisfied causes the position of the prism to be recorded and then resets all of the active modes For example Suppose you have both the Distance Interval and Stable Position modes ON the TCA TCRA instrument is following a prism in the tracking measurement mode and the last recorded measurement data was at X 10 10 TPS1100 Appl Prog Ref Manual 2 2 0en Auto Record Notes Configuration continued As long as the prism is moving continuously but never gets more than 5 meters from XY 10 no more data will be recorded If you stop and center the prism over a point of interest say at X 12 Y 12 for 2 seconds that measurement data will be automatically recorded and will reset the distance interval as well Then as long as the prism is moving continuously but never gets more than 5 meters from XY 12 no more measurement data will be automatically recorded If you move directly North from XY 12 more measurement data will be automatically recorded as you move past
144. e that is being created File Name Input any DOS legal file name Decimals Select the number of decimal places to be used in this file Press to create the new file and continue to the Insert Record dialog Go to Dialog Insert Record Insert Point Coordinates You will see this dialog if you selected Insert Point Coordinates on the previous dialog The scrollbar at the top of this dialog graphically shows your position in the current file The numbers to the right of the scrollbar show the number of the current record the total number of records in the current file REdit View Edit File C Point Id East North Elevation 5 EMEN E E 0 Point Id You may edit the Point Identifier offered here or press Enter to accept it and move to the next input field This is the only field that may be edited in existing records East The Easting or X ordinate of the point you wish to create You may edit this value only when creating a new point North The Northing or Y ordinate of the point you wish to crate You may edit this value only when creating a new point Elev The Elevation or Z ordinate of the point you wish to create You may edit this value only when creating a new point TPS1100 Appl Prog Ref Manual 2 2 0en 175 Road File Editor Insert Point Coordinates continued Press this key when you have z comple
145. e values TPS1100 Appl Prog Ref Manual 2 2 0en Cross Sections You may insert new Cross Sections and delete and or edit existing Cross Sections with Road File Editor Cross Sections are defined by a series of straight line tangent elements The elements are defined by the horizontal offsets and vertical height differences from the location of the horizontal and vertical alignments of the end points of the elements You must use the following sign convention to describe the horizontal offsets and vertical height differences of the end points of the elements Ifthe point is to the left of the horizontal alignment the horizontal offset is negative Ifthe point is to the right of the horizontal alignment the horizontal offset is positive If the point is below the vertical alignment the vertical height difference is negative If the point is above the vertical alignment the vertical height difference is positive File Editor Station Equations Cross Section Assignments You may insert new Station Equations and delete and or edit existing Station Equations with Road File Editor Station Equations are identified by a number the Ahead Station and the Back Station Gap and Overlap station equations are supported by Road and Road File Editor Gap Equations 0 00 1400 2 00 3 400 die eene 5 00 6 00 7 00 etc In this Gap Equation example
146. ears with a Vertical Alignment File The Vertical Alignment file defines the height of the project centerline available Move the cursor to the file needed and press 4 The Select Aln File display will return and the cursor will be highlighting the Cross Section file Select the vertical alignment file A dialog box appears with a Cross Section template File The Cross Section file defines the cross sectional shape of the project Select the cross section file A dialog box appears with a list of Move the cursor to the file needed and press The Select Aln File display will return and the cursor will be highlighting the Cross Section Assignment file TPS1100 Appl Prog Ref Manual 2 2 0en 203 Road Cross Section template File continued 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 CL Negative offset X Positve offset RPLUSO1 Cross section Fill CL Negative offset Positve offset PE RPLUSO2 CL Centerline Cross Section Assignment File The cross section assignment file contains the following elements Cross Section name Controlling Chainage Road treats the data in the Cross Section Assignment File in two different ways according to the setting of the CRS Intrpl switch in the configuration routine When CRS Intrpl is s
147. eas Codeblocks with results of the traverse closure 6 6 o Plot of the traverse WI 41 Code 38 WI 42 Number of traverse points Continue with the Traverse WI 43 Length of traverse sum of legs Menu WI 44 Azimuth of misclosure APO OMO UOC 01000 415 22 011011959105 WI 41 Code 39 WI 42 Horizontal Misclosure WI 43 Misclosure easting WI 44 Misclosure northing WI 45 Misclosure in height 410011 00000039 42 0000123 43 00000045 44 00000114 45 00000087 TPS1100 Appl Prog Ref Manual 2 2 0en Traverse Close traverse continued WI 41 WI 42 WI 43 Code 40 Position precision traverse length Horizontal misclosure Vertical precision height difference Horizontal misclosure 410012 00000040 42 0008239 43 00011650 Measurement block 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 easting coordinate N northing coordinate Height Instrument height 110015 00123456 25 143 14611200 84 40 00001215 85 40 00003153 86 40 00403285 88 10 00001555 Plot Generates a plot of the traverse Trav PLOT Am 3 N D DM T Return to the dialog CLOSURE RESULT
148. easurements on the screen For details see dialog More Information e Returns to Set Menu Exit the program SHIFT TPS1100 Appl Prog Ref Manual 2 2 0en 106 Sets of Angles Calculate Mode continued Example of Measure Job Data The following data are the result of running Sets of Angles to measure three sets to three target points Point Ids 2 3 and 5 The horizontal vertical and distance results were stored in the Meas Job as well The instrument was set to store data in GSI8 format using the long time Leica Geosystems standard raw measurement data Record numbers 1 through 18 110001 110018 are the raw measurement data Records 19 through 39 410019 410039 are the results data The results data are explained below dev Hm AS dex cy BIS Ey DES DIN DIS Hey DEN ES 0001400000002 0002400000003 0003400000005 0004 00000005 0005 00000003 0006 00000002 0007 00000002 0008 00000003 0009 00000005 0010 00000005 0011 00000003 0012 00000002 0013 00000002 0014 00000003 0015 00000005 0016 00000005 0017 00000003 0018 00000002 0019 2 5 0020 2 0 0021 2 0 0022 2 0 0023 HZ DIFFO 0024 HZ DIFFO 0025 HZ DIFFO 0026 V0 RESLT 0027 V0 MEANO 0028 V0 MEANO 0029 V0 MEANO 0030 V0 DIFFO 0031 V0 DIFFO 0032 V0 DIFFO 0033 D0 RESLT 0034 D0 MEANO 0035 D0 MEANO 0036 D0 MEANO 0037 D0 DIFFO 0038
149. een previously stored using the function Polar calculation Distance Exit the program Changing the direction as dialog box Modify SHIFT SHIFT e The following dialog box shows the result of the distance distance intersection COGO Dist Dist Results Point Id East 0 000 m North 0 000 m Elevation CONT OTHER STORE STAKE rir Point Id Entering point number of the bearing bearing East Display of east coordinate North Display of north coordinate Elevation Entering height optional Return to Intersections Changing between both solutions 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 Id has not been entered the function is not available Call up the program Stakeout The program Stakeout assumes that the instrument is set and oriented to a known point If Point Id has not been entered the function is not available Exit the program SHIFT 51100 Appl Prog Ref Manual 2 2 0en 159 COGO Intersection by Points 1100pr84 Search Coordinates of intersection E N Given Point 1 E N point 2 E N Point 3 E N point 4 E N
150. een set correctly before the coordinates of point 1 and or 2 can be determined by measurement TPS1100 Appl Prog Ref Manual 2 2 0en 157 COGO Distance Distance Intersection continued Call up the function Distance Distance from the menu Intersections 60 151 Distance From iw Data Job FILEO2 GSI A Vv Search for PointId E N Point Id 58 ISEARC MEAS HIS HUE 5 EN EE E Search for the coordinates of the first circle centre point second circle centre point in the datajob point Manual entering of the first circle centre point 2nd circle centre point Measuring the first circle centre point 2nd circle centre Search and display the coordinates of the point found in the active data job Exit the program Enter distance from points COGOV Distance Distance Distance from 1st point Horz Dist 0 000 m CONT JRCALL GRE Horiz Dist Entering distance from first point 214 point Accept displayed values Determining the radius by means of the function Polar calculation refer to chapter Inverse TPS1100 Appl Prog Ref Manual 2 2 0en 158 060 Distance Distance Intersection continued INPUT Entering radius RCALL Call up of a radius which has b
151. ef Manual 2 2 0en 230 Road Horizontal Alignment continued An alignment file must contain at least two elements The last element must be EOP There is no limitation on the size of the Hz alignment file If a file is created edited using the program ROAD FILE EDITOR on the TPS1100 there is a limitation of 200 data blocks TPS1100 Appl Prog Ref Manual 2 2 0en Road Example of a Horizontal Alignment 41 0EXAMPLE 42 HZALIGNM 43 STACOORD 11 00000000 71 STRAIGHT 72 00000NO 73 QP000125 81 10 06000000 82 10 02000000 11 00198832 71 00SPIRIN 72 00122474 73 0 000123 81 10 06068005 82 10 0218684 11 00348832 71 000CURVE 72 00100000 73 0 000123 81 10 06150344 82 10 02307751 11 00450725 71 0SPIROUT 72 00100000 73 0 000123 81 10 06247816 82 10 02304071 11 00550725 71 STRAIGHT 72 00000 0 73 0 000125 81 10 06310759 82 10 02227794 11 00714138 71 005 72 00054772 73 0 000124 81 10 06392465 82 10 02086275 11 00789138 71 000CURVE 72 00040000 73 0 000124 81 10 06445859 82 10 02037807 11 00824376 71 0SPIROUT 72 00044721 73 0 000124 81 10 06478120 82 10 02048886 11 00874376 71 STRAIGHT 72 00000 0 73 0 000125 81 10 06496445 82 10 02094478 11 01127904 71 00000E0P 72 00000
152. eing above or below the existing surface of the ground the Cut Fill and Slope information are omitted from the file TPS1100 Appl Prog Ref Manual 2 2 0en Road File Editor Insert Cross Section Point continued Slope Optional The ratio of the A Horizontal Distance to the A Vertical Distance from the Hinge Point to the existing ground The slope must be assigned only to the first and last points hinge points in a Cross Section All points falling between the hinge points must have a slope of zero If the design surface is rising toward the right the slope is a positive value If the design surface is falling toward the right the slope is a negative value Search You will see this dialog if you selected SEARC on the previous dialog REdit Search I 3 Direction Forward V Template SEARC d 5 MEN Direction Select the direction you wish to search from the current record Template Input the Cross Section name or number for which you wish to search Press this key to search for gt the input Cross Section name or number Station Equations New Station Equation File You will see this dialog if you selected File Type Station Equation and pressed CREAT on the previous dialog REdit Create File File Type Sta Eqn File Decimals 3 Dec v LCONT lom
153. ements can also 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 the following picture which illustrates a hidden point rod with three reflectors If the hidden point rod you are using has three reflectors the program calculates coordinates for the hidden point from three measurement combinations Reflector 1 Reflector 2 Reflector 3 Reflector 2 Reflector 1 Reflector 3 The X Y and Z coordinate values resulting from each of these measurement combinations are meaned to produce the XYZ coordinates of the hidden point In the case of motorized theodolites you can configure the program so that it points the telescope at the third reflector automatically after the first two reflectors have been measured 1100 26 Hidden Point TPS1100 Appl Prog Ref Manual 2 2 0en Hidden Point Measure Rod Measure a distance The program will display the TPS 1100 Measure amp Record dialog or the dialog shown below If the difference of the given and measured spacing between the prisms exceeds the Meas Tol limit a message is displayed You may accept the measurement or re measure the prism Point Id Station12 Hz 16 55 50 91 16 20 Slope Dist Ht Diff
154. en previously stored using the function Polar calculation Changing the direction as dialog box Modify Bearing Modify Azimuth Exit the program SHIFT ISHIFT The following dialog box shows the result of the bearing bearing intersection COGO Brg Brg Results Point Id East North Elevation Kus _ sS STORE sir E 7 3 Point Id Entering point number of the bearing bearing East Display of east coordinate North Display of north coordinate Elevation Entering height optional TPS1100 Appl Prog Ref Manual 2 2 0en 153 COGO Bearing Bearing Intersection continued Return to INTERSECTIONS The following results have been stored the active measurement data file WI 11 Station Point Number WI 81 Easting coordinate WI 82 Northing coordinate WI 83 Elevation optional If Point Id has not been entered the function is not available Call up the program Stakeout The program Stakeout assumes that the instrument is set and oriented to a known point If Point Id has not been entered the function is not available SHIFT Exit the program Bearing Distance Intersection Horiz Dist pe E 1100 70 Bearing bearing coordinates 1 and S2 E N Given point 1 E N direc
155. en point rod does not move between measurements measure the prisms on the hidden point rod Store the coordinates of the hidden point on the Memory Card Start the Setting Out program make sure the configuration allows for 3D positioning then select the previously stored hidden point for setting out Motorized instruments will drive directly to the point which will then be behind the crosshairs of the telescope TPS1100 Appl Prog Ref Manual 2 2 0en Manually turn non motorized instruments until the AHz and AV both equal zero The hidden point will be behind the crosshairs of the telescope Uses for the Hidden Point program The hidden point program may be used to obtain accurate three dimensional coordinates for a point that is currently blocked from direct measurement by an obstruction between the point and the instrument Typical uses are Determination of flow line locations and elevations in manholes without measuring from the rim of the manhole to the flow line and estimating corrections for non verticality of the measuring tape and eccentricity from the measurement on the rim to the horizontal location of the flow line 88 Determination of recesses in building corners for detailed surveys without estimating right angle offsets with or without taping of the dimensions Measurements behind overhangs buttresses and columns for quantity determinations in underground construction or minin
156. en 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 Accept displayed values Pd Determining the direction by means of the function Polar calculation refer to chapter Inverse TPS1100 Appl Prog Ref Manual 2 2 0en 155 COGO Bearing Distance Intersection continued INPUT Enter bearing mangnetic bearing resp azimuth if Azimuth is selected in the configuration for Direc Type RCALL Call up of a direction which has been previously stored using the function Polar calculation Changing the direction as dialog box Modify Bearing resp Modify Azimuth Exit the program ISHIFT SHIFT Enter distance from second point 060 Bearing Distance Distance from 2nd point 0 000 m INV 17718 Horiz Dist Entering radius Accept displayed values Determining the radius by a means of the function Polar calculation refer to chapter Inverse INPUT Entering radius 5 RCALL Call up of a radius which has been previously stored using the function Polar calculation Distance Exit the program Changing the direction
157. eometric element WI 72 Radius of the following geometric element or parabola parameter Data units and decimal places in WI 83 Elevation of the point 4 and 72 are defined by Tangent and arc lengths are calculated from the stationing The stationing is projected onto a horizontal plane fthe curve radius point lies above the centerline the radius is positive If the curve radius lies beneath the centerline the radius is negative Analignment file must contain at least two elements TPS1100 Appl Prog Ref Manual 2 2 0en 23 O Road Vertical Alignment continued Example of a vertical alignment file 41 0example 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 5 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 71 00000 0 72 00000 0 83 10 00418605 TPS1100 Appl Prog Ref Manual 2 2 0 Road Cross Sections Geometric elements supported Element Definition Height differences Height difference from the centerline Distance Horizontal distance from the centerline Cross section type Differentiate between CUT and FILL cross sections Slop
158. er and Mean Direction per residual residual residual Set Point Id 3 Point Id 3 Point Id 3 Set 1 3 4 cc Set 2 46 3 cc Set 3 2 9 cc 410020 HZ DIFFO 42 00000002 43 10000000 44 20000000 45 30000000 410020 HZ DIFFO 42 00000003 43 10000034 44 20000063 45 30000029 410020 HZ DIFFO 42 00000005 43 10000003 44 20000020 45 30000016 WI 41 WI 42 WI 43 WI 44 WI 45 TPS1100 Appl Prog Ref Manual 2 2 Sets of Angles Calculate Mode continued Vertical direction results Vertical Results Number of target Number of sets mR mM 410020 V0 MEANO 42 00000002 43 06456103 410020 V0 MEANO 42 00000003 43 06215224 410020 V0 MEANO 42 00000005 43 07412466 points standard deviation of standard deviation of a single direction the mean direction 3 3 5 7 3 3 cc 410019 V0 RESLT 42 00000003 43 00000003 44 00000057 45 00000033 WI 41 WI 42 WI 43 WI 44 WI 45 Vertical Target Point Id Mean Vertical Mean Direction WI 41 WI 42 WI 43 Residual Target Point Id Set number and Set number and Set number and Mean Direction residual Point Id 3 residual Point Id 3 residual Point Id 3 per Set Set 1 2 9 cc Set 2 4 1 cc Set 3 1 1 cc 410020 V0 DIFFO 42 00000002 43 10000022 4
159. er the Log File Name Meas Job Selection of the measurement job for recording measurements Data Job Selection of the data job containing the fix point coordinates control data TPS1100 Appl Prog Ref Manual 2 2 0en 4 Area Configuration Editor continued 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 e Set the values to default SHIFT Display date and version of the running application Exit the program 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 Data will always be appended to the specified Log file The Log file contains the following information Header
160. ere 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 Search and display the coordinates of the point found in the active data job Run the calculation Note the key 8 will be assigned after sufficient measurements were taken to calculate a position Point List 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 FreSt Point List Point 1 TARO1 Point 2 TARO2 Point 3 TARO3 Point 4 TARO4 Point 5 05 Point 6 06 CONT Point 7 07 Point 8 TAROB Point 9 09 Point 10 TAR10 5 MEE Return to dialog Target Point TPS1100 Appl Prog Ref Manual 2 2 0en Free Station Measure Mode This dialog is similar to the TPS1100 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 station coordinates can be calculated successfully from the first few measurements the AHz and AV values are displayed for further entered target points Motorized theodolites will automatically drive the telescope to the target point Fre
161. erval to be used Ht Shift Enter a vertical shift value if needed The value entered will be applied to the whole alignment Tol Enter an angle tolerance for deflection angles Make this a small value but not 0 Sta Tol Enter a value for stationing chainage tolerance Vert Mode The normal mode is Profile XSec However if you have installed the TPS1100 Application DTM Stake you will see an additional option here Profile XSec uses a vertical alignment and cross sections to define the project in the vertical direction DTM uses a digital terrain model to define the project in the vertical direction TPS1100 Appl Prog Ref Manual 2 2 0en a Road Configuration continued Crs Intrpl The cross section interpolation can be switched ON or OFF More details are described in chapter Cross section definition CrsMovemnt This function controls the movement along the cross section 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 Log file When the log file is set to ON staked out data can be stored in a file for printing at a later date Log FIName Enter a file name for the log file The default file name can be used LogFlName appears only if Log File is selected in the Configuration Meas Job Selection of the measure
162. esults are 41 400008 ID 42 0STAEQTN stored in the ASCIHflle specified 41 00000001 42 10400100000 43 10 00200000 within the Configuration Editor This 41 00000002 42 10 00566000 43 10 00600000 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 TPS1100 Appl Prog Ref Manual 2 2 0en Road Log File continued Configuration This value results from the name of the input the displacement of the zero files for point of the profile the Hz alignment and the V alignment and the displacement taken from the the cross section transverse profile Measurement This value results from Instrument station with the displacement of the zero coordinates and point of the profile instrument height and Stakeout point with the displacement taken from the heigth offset transverse profile Offset and height the height displacement in the displacement relative configuration to centre line comparison values from planning and associated differences TPS1100 Appl Prog Ref Manual 2 2 0en Road Log
163. et to OFF a cross section assigned in this file will remain in effect until another cross section is defined The transition between the two cross sections will be abrupt at the station where the next cross section assignment takes effect When the file is created you will 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 XSEC1 0 XSEC2 100 XSECS3 300 XSEC1 550 Road would use template XSEC1 beginning at station chainage 0 00 and ending at station chainage 1400 XSEC2 beginning at station chainage 1 400 and ending at station chainage 34 00 XSEC3 from station chainage 34 00 to station chainage 5 50 and use XSEC1 again beginning at station chainage 5450 TPS1100 Appl Prog Ref Manual 2 2 0en Road Cross Section Assignment File continued When CRS Intrpl is set to ON this same data would be treated differently assuming all three cross section templates have the same number of points in them Road would start with XSEC1 at station chainage 0 00 and transition linearly to XSEC2 at station 1 00 Then it would transition linearly to XSEC3 at station chainage 34 00 and finally transition linearly back to XSEC at station chainage 5 50
164. ettings are correct and go to the Measurement Dialog Optional Press to create a list of up to ten target points Subsequent measurements may then be made by selecting the target point from this list TPS1100 Appl Prog Ref Manual 2 2 0en Sets of Angles Measure Mode continued Not available until a list of target points has been defined Press to select the previous point on the list Not available until a list of target points has been defined Press to select the next point on the list Press when all target points have been measured in Face I You will see a warning that you are leaving the Learning Phase Press YES to continue The program returns to the Sets Menu with the focus on 2 Measure Further Sets Press NO if you pressed DONE in error The program returns to this dialog Press to Quit Sets of Angles This option is available on nearly every dialog within Sets of Angles Press to view Point list Point Point Point Point Point Point CONT jos SETS Point List a L Point 1 10 Input up to ten Point Ids to enable selection from this list on the preceding dialog You are not required to measure to every target point on this list Press after all target Point Ids have been input Manually point the instrument at the target point If the target is a prism
165. evious dialog REdit Create File Am File Type Cross Section File Name Decimals 3 Dec v CONT d NENNEN EUER Displays the type of file that is being created File Name Input any 5 character DOS legal file name Decimals Select the number of decimal places to be used in this file Press to create the new file and continue to the Header Record dialog Go to Dialog View Edit Header Record Header Record You will see this dialog if you created a new or selected an existing Cross Section File Regie vespa rule m 1 1 JOB ID TEMPLATE Job Id File Id L INS DONE 5 MEN B ESSERI ESO Job Id You may edit the Job Identifier offered here or accept the default offered The Job Id is used by Road to determine which project data files are likely to be associated together File Id The File Id of a Cross Section File is TEMPLATE and may not be changed TPS1100 Appl Prog Ref Manual 2 2 0en 1980 _ File Editor Insert Cross Section Point You will see this dialog if you selected INS on the Header Record dialog in a Cross Section File The points defining a Cross Section must be entered in sequence from the farthest left to the farthest right on the Cros
166. ew coordinates in the Data Job Calculate Azimuth This dialog corresponds to the TPS1100 Professional series MEASURE dialog On completion of a measurement the program continues either with MULTIPLE MEAS or with the TRAVERSE MENU according to the settings in the configuration Trav Start Traverse Measure Backsight Point Point Id Refl Ht 1 300 m Hz 8 249 10 20 9091952 Slope Dist m DIST CONT Height Dif m East 56 m North m Elevation m suirr 7 TPS1100 Appl Prog Ref Manual 2 2 0en New traverse continued Simultaneously measure and record data in the Job the Meas Job Enter target data see User Manual Measure a distance and record data in the Measure a distance without recording in Proceed to the dialog TRAVERSE MENU Change the theodolite SHIFT e face 1 Distance measurement is optional Enter Backsight Azimuth This dialog corresponds to the TPS 1100 Professional series MEASURE 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 Measure Backsight Point BS Azimuth Point Id 5
167. f 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 The header line will contain the program used information about the instrument the name of the data file as well as date and time TPS1100 Appl Prog Ref Manual 2 2 0en Free Station 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 The residuals for horizontal angles heights and measured distances are also listed Log File continued Instrument Meas File Program Start Station no Ori Corr S Dev East S Dev North S Dev Elev S Dev Orient Point no 1 109 2 110 3 112 4 113 Leica Geosystems Program Free Station V 1 00 1103 Serial 102999 MYFILE GSI 20 04 1998 at 09 42 Using Least Squares Solution E 3 5461 0 7683 ELV 0 6518m 0 0000m 4 point s measured 200 0 00 20 0 0003m 0 0003m 0 0015m 0 00 02 d Hz d Height d 0 01 21 0 0012m 0 00 00 0 0045m 0 00 25 0 0
168. g continues forward along the Horizontal Alignment Back The value from which the Stationing decreases backward along the Horizontal Alignment quem i Search You will see this dialog if you selected SEARC on the previous dialog REdit Search I Direction Sta Eqn Forward v MEN EE Direction Select the direction you wish to search from the current record Sta Eqn Input the Station Equation number for which you wish to search 51100 Appl Prog Ref Manual 2 2 0en 193 Road File Editor Cross Section Assignments New Cross section Assignment File You will see this dialog if you selected File Type CRS Assignmnt and pressed CREAT on the previous dialog REdit Create File 3 File Type CRS Assignmnt File Name Decimals 3 Dec V CRS File CRSCRSET Y CONT 7 File Type Displays the type of file that is being created File Name Input any 5 character DOS legal file name Decimals Select the number of decimal places to be used in this file CRS File Select the Cross Section File with which this Cross section Assignment File is associated The Cross Sections assigned by this file must be defined in the associated Cross Section File
169. g without estimating right angle offsets with or without taping of the dimensions Measurements of industrial process piping or other equipment in close quarters Detailed architectural surveys for remodeling or cultural preservation or restoration work Any place where accurate measurements would require many more instrument setups in order to achieve line of sight from the instrument to the points being measured Hidden Point Introduction Measure Mode Segs Meas Counts the number of segments Straight line 9 With new area the segment counter This manual describes the Area will be setto zero program of the TPS1100 p egs Meas Professional series Segs m Refl Ht 0 000 m g Hz 95 55 50 Length of the last straight line V 8 91216720 Slope pist MEL 4 segment measured ALL DIST REC CONT TARGT IMPOR pite 25 25 s Simultaneously measure and as 6655 North n record data in the active Elevation 206 7963 m measurement job Azimuth 182925705 area can be defined by series of Seg Length 0 203 m straight lines and arcs Arcs are defined by 3 radial points or 2 radial points and radius and record data in the active measurement job Measure a distance i a without recording M r istan SHIFT NN ET CALC ARC a easure a dista 1st Point
170. gether with the measured elevation of the reflector point 1100pr08 Point Id 12 Refl Ht 1 65 m AHz v 16 03 23 ADist D 1 23 m AHeight FILL 0 15 m Elevation 159 90 m L ALL DIST REC CONT POSIT uir MENU 5 Values for AHz and ADist will be updated each time a new distance is measured Point Id Point Id of the point to be staked Refl Ht Reflector height used at target point TPS1100 Appl Prog Ref Manual 2 2 0en Stakeout Polar Stakeout continued 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 in the measurement job Measure a distance Record the measurement in the measurement job Acquire the next point to stake Enter target data s B E 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 ISHIFT Generate plot of the stakeo
171. gram of the TPS 1100 Professional series The program is used to place marks in the field at predetermined points STAKEOUT requires the instrument to be set up on a known point with the instrument oriented The station point can be determined also with the programs FREE STATION and RESECTION The easting and the northing of the point to be staked must be known The elevation is optional the program permits selection of either 2D or 3D stakeout modes Itis also possible to stake out points given the azimuth and the distance from the station The points to be staked can either be retrieved from the selected data job or entered manually Search Point The SEARCH POINT dialog informs about the active recording device the active measurement job for data storage and the present point code STAKE Search Point Define stakeout point Data job FILEO1 GSI A v Search for Point Id E N Point Id 4 IE CH CUN SHIFT CONF i Search the coordinates of the point entered in the active data job Proceeds to the Coarse Positioning mode Depending on the configuration of the stakeout method the program may proceeds to the Stake mode E Manually enter the azimuth and the distance to the point to be staked s Search and display the coordinates of the point found in the active data job
172. h is positive for points further than the last prism position measured A Cross Distance perpendicular to the baseline ACross is positive for points on the right of the baseline A Height Height difference from the last point measured 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 on chapter Plot Exit the program SHIFT ISHIFT e TPS1100 Appl Prog Ref Manual 2 2 0en Stakeout Azimuth and Distance This mode defines the point to be staked in terms of the azimuth and distance from the theodolite station to the point 1100pr07 ISTAKE Azimuth and Distance 1 Point Id 12 Azimuth 30 03 23 Hz B 15 43 02 Slope Dist 35 60 m Horiz Dist 34 97 m AHeight 0 75 m SG Point Id Point Id 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 Slope Dist
173. he COGO MENU dialog COGO Inverse From SHIFT Call up the e Configuration Editor Data Job MYFILE GSI A V Search for PointId E N PointId 5 58 1100pr67 ISEARC MEAS INPUT A Direction magnetic bearing or rR azimuth Horizontal distance Search for the coordinates of Given P point 1 E N the first Second point in the point 2 E datajob TPS1100 Appl Prog Ref Manual 2 2 0en 060 Inverse polar calculation continued 7 Measuring the first second The following dialog box shows the SouthWest point of the straight line result of the polar calculation from Display of magnetic bearing both the given points If Azimuth is selected in the Manual entering of the first configuration during Direc Type second point of the straight cA then the azimuth will be displayed line between both the points From a 1010 To E 1020 Search and display the eeu d Horiz Dist coordinates of the point found i i Display of horizontal distance in the active data job Co between the points MEN E SHIFT Exit the program SHIFT Display of point number of the first point To Display of point number of the
174. he dialog CALCULATION RESULTS Orientation and Height Transfer Plot continued Measure more points The program will recall the TARGET POINT dialog Toggle any point ON OFF by pressing the numeric key corresponding to the sequence number of the point Note that represents point 10 Exit the program TPS1100 Appl Prog Ref Manual 2 2 0en Configuration Depending on the configuration that is loaded onto your TPS1100 instrument you may not see some or all of the options referred to below See your Leica Geosystems dealer for more information about the configuration of your instrument Configuration Editor Start the Configuration Editor from the TARGET POINT dialog Configuration Hz Ori Acc 0 00 32 Ht Acc TP 0 0250 m Pos Acc TP 0 0250 m Tow faces NO Y User Disp 8 NO Y Log File OFF v CONT 1 DFLT INFO Log FlName ORIENT LOG Meas Job FILEO1 GSI Y Data Job FILEO2 GSI Y NENNEN 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 Orientation and Height Transfer Configuration Editor continued Ht Acc TP Height
175. he point to be staked Select the display mode of symbols in the stakeout dialog From Sta va Guidance of the rod person from the instrument station To Sta av Guidance at the rod in relation to the instrument station e g if working in RCS mode NONE Symbols are not used Plot A plot is generated of the stakeout situation with display of the stakeout values corresponding to the STAKEOUT METHOD Note below a typical plot is shown using the coordinate STAKEOUT METHOD STAKE Plot AE PS AE 0 024 m AN 0 012 m AN R 5 MEN E I Configuration Depending on the configuration that is loaded onto your TPS1100 instrument you may not see some or all of the options referred to below See your Leica Geosystems dealer for more information about the configuration of your instrument Start the Configuration Editor from the SEARCH POINT dialog SHIFT e STAKE Configuration y 3D Stake ON v Log File OFF v Log Flname STAKEOUT LOG Meas Job FILEO1 GSI v Data Job ALNFILEO GSI INFO srirT MEN The Configuration Editor sets parameters for further program operations TPS1100 Appl Prog Ref Manual 2 2 0en Stakeout Co
176. ier assigned to the next recorded position Point Code The Point Code assigned to the next recorded position The Point Code may or may not be recorded depending on the REC Mask you have specified Refl Ht The current height of the prism above the end of the plumb pole or above the ground if the prism is mounted on a vehicle or other objects Hz The current reading of the horizontal circle This will correspond with the grid azimuth of the line of sight only if the instrument has been oriented before starting the Auto Record program V The current reading of the vertical circle Horiz Dist The last unrecorded slope distance reduced to a horizontal distance at the elevation of the instrument Ht Diff The ground to ground height difference from the instrument station to the prism at the last measured slope distance East The Easting or X coordinate at the last measured slope distance to the prism North The Northing or Y coordinate at the last measured slope distance to the prism Elevation The ground elevation at the last measured slope distance to the prism TPS1100 Appl Prog Ref Manual 2 2 0en Auto Record Measurement and Recording continued Manually trigger the measurement of a single distance and record the measurement data in the active Measure Job The distance related results will not be displayed The data will be recorded using the REC Mask you have specified
177. if the current record is the last record in the file Press this key to import the 2 coordinates of a point in another file Press this key combination to delete the currently displayed record in this file This is not available if the Header Record is displayed Press this key combination to display the first record in this file Press this key combination to display the last record in this file Press this key combination to search for a particular record in this file Go to Dialog Search SHIFT e ISHIFT SHIFT SHIFT TPS1100 Appl Prog Ref Manual 2 2 0en 182 _ Road File Editor Insert Circular Curve You will see this dialog if you selected Insert Circular Curve on the Insert Record dialog in a Horizontal Alignment File REdit View Edit File 2 0 000 Curve 0 000 Station Ele Type Radius Template NONE East 0 000 INS DONE lt I IMPOR North 0 000 m SHIFT SS ED Input the Station or Chainage at the beginning of the element Ele Type Curve Radius Input the Radius of the Circular Curve Template Input the name of the Cross Section you wish to associate with this Horizontal Alignment element East The Easting or X ordinate at the beginning of the element North The Northing or Y ordinate at the beginning of the element
178. iff and AStation are at or near zero the catch point 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 e Exit the slope staking program 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 Sets the station to the value of the last measurement SHIFT The 0 function is not available until a distance is measured SHIFT Stores the data to the log file The STORE function is not available until a distance is measured Switches between face SHIFT one and face two for measurements SHIFT 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 TPS1100 Appl Prog Ref Manual 2 2 0en 226 Road Reference Point SHIFT Displays additional information about how the location of the prism pole relates to components of the cross section Do this after a measurement at the catch point has been made 11 Station 0 00
179. iff Additonal vertical offset to apply to Displays the difference in elevation of current chainage the template point between the Sets the cross section point centerline and the point to be staked to the centerline Stake Offs Move across the current This is the offset value that will be o cross section from left to right used for setting the offset stake If Stake Offset the point is left of centerline the 5 value entered must be a negative SHIFT Displays a plot of the number template 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 Horizontal Previous Element Interpolated 1 2 3 RPLUS11 TPS1100 Appl Prog Ref Manual 2 2 0en 20217 Road Select Template point and offset continued 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 Change the location to 1 5 m The ACL Ht Diff value will automatically change to the correct vertical difference based upon the design of the template The stake 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 The final step in the process is to select the method to use for
180. ifference along the vertical between the target point and the reference elevation A Perp Dist Height difference between the target point and the reference elevation perpendicular to the reference elevation Illustration elevation profile Illustration elevation profile 8 Perp Ht 5 AHt Ref Elevation 2nd Ref Point Znd Base Point 5 1st Ref Point 1st Base Point 8 Ht Offset Ht Offset Spat Dist Offset of the reference elevation in relation to the first base point AHt Height difference between the target point and the reference elevation Offset of the reference elevation in relation to baseline Line Offset along the reference elevation TPS1100 Appl Prog Ref Manual 2 2 0en Reference Line Reference Line Menu The base method is selected in the Menu dialog REFL REF LINE MENU 3 1 Baseline 2 Radius Arc 3 3 Point Arc irr Baseline Line defined by two points Radius Arc Arc defined by two points and a radius 3 Point Arc Arc defined by three points Line of sight to the points is not necessary since they can be imported from a data file 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 REFL Define Baseline
181. ing and analysis of measurements while the instrument remains setup on the station The adequacy accuracy of measurement data may be verified before leaving the observing station With motorized instruments rough pointing to each station is automatic the operator need only refine the pointing before measuring This eliminates observations to incorrect targets 1100pr57 With Automatic Target Recognition fine pointing and measurement can be automatic when the target is a reflector The operator makes only the first observation to each station then the rest of the measurements can be fully automated A minimum of two full sets must be observed and all target points must be observed in Face and Face 11 Sets of Angles has a Learning Phase during which it learns the positions and target Point Ids of the points you wish to measure Learning occurs automatically as you observe each target point in Face This information is then used to prompt you through the completion of your measurements at the station A maximum of 64 measurements per instrument station in both faces can be handled in one calculation For instance you may measure 16 sets to 4 target points 8 sets to 8 target points etc TPS1100 Appl Prog Ref Manual 2 2 0en Sets of Angles Sets Menu Sets menu The target Point Ids and the sequence of measurement to the target points are stored in the pr
182. 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 CA WARNING 6003 ALN Deflection tolerance exceed at station 79 880 Difference in directions is 0 0050 Override 1 Selecting the NO option to override will bring up another display that says Continue checking alignment 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 files If no other errors are found the program will go to the opening Station amp Offset display 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 Station amp Offset opening display TPS1100 Appl Prog
183. int situated vertically below or above the remote height point must be measured Then you can aim to the remote height point The coordinates of the remote point are calculated from the distance measured to the base point and from the angles measured to the remote point 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 the remote height can be calculated and stored in the measurement job Bei 939i t EI 939 gt 5 La Base Point 1100 14 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 REMHT Meas Base Pt 3 Point Id Station12 Hz g 16 55 50 91916720 Refl Ht 1 664 m Slope Dist m Ht Diff m DIST REMOT TARGT SHIFT MEN KT Point Id The point number of the base point Hz Horizontal direction from the remote point to the base point TPS1100 Appl Prog Ref Manual 2 2 0en Remote
184. isplays number of segments No Segs computed area and length of Number of segments used perimeter e adius radius Area Computed area in units of measure No Segs 10 Area 1 892 888 m Hectares 0 089 Hectares Acres 293569 im Computed area in hectares or acres 1 43560 2 LCONT NEW STORE PLOT Sricr NEN NN NINE Perimeter F Length of perimeter of the current unit of measure AREA 2 Points amp Radius Start Pt 12 End Pt E 70 Radius depending on the setting of the distance unit metre or feet CONT Continue with dialog MEASURE POINT Start a new area Resets the segment counter to zero Results of the last area computation Accept the input will be erased Continue with dialog MEASURE POINT TPS1100 Appl Prog Ref Manual 2 2 0en Radius Enter the radius Calculation continued The following format will be used record calculated area results WI 41 Code block identification default 36 WI 42 Number of segments used WI 43 Area in the current measurement units always with one decimal place WI 44 Length of perimeter in the current units of measure w
185. ith one decimal place Code no of area polygon length polygon default 36 segments perimeter 4 4500 3 m WI 44 Generate a plot of the area SHIFT Exit the program Plot Shows a plot of the present area BREA PLOT SHIFT a EE Ee Een ee Ee Return to the dialog s RESULTS TPS1100 Appl Prog Ref Manual 2 2 0en Configuration Depending on the configuration that is loaded onto your TPS1100 instrument you may not see some or all of the options referred to below See your Leica Geosystems dealer for more information about the configuration of your instrument Configuration Editor Start the Configuration Editor from the Measure Point dialog SHIFT e Configuration Two Faces NO Code 1 36 Log File OFF Log FlName AREA LOG Meas Job MEAS GSI Data Job DATA GSI CONT DEFLT INFO NENNEN EE The Configuration Editor sets parameters for further program operations Two Faces 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 the last page of this chapter Log FIName Ent
186. l sets mR q Vs Configuration Configuration Editor Start the Configuration Editor from the SETS MENU dialog SETS Configuration 3 MeasMode lt gt User Disp NO Y Hz Tol 0 00 16 V Tol 0 00 16 Log File OFF v Log FlName SETS LOG Meas Job FILEO1 GSI Y Data Job FILEO2 GSI NENNEN EE The Configuration Editor sets parameters for further program operations Meas Method gt lt Alltargets have to be observed for face Il in opposite order to the observations in face l TPS1100 Appl Prog Ref Manual 2 2 0en Sets of Angles Configuration continued gt gt Alltargets have to be observed in face Il using the same sequence as for the observations in face l 9 Each target has to be observed in face Il immediately after its measurement for face has been completed User Displ Set to YES the display defined in the MEAS application will be used NO uses the SETS OF ANGLES default display Hz Tol Input the tolerance for Hz directions This defines the limit for the difference between the actual direction and the direction observed within the first half set A change in the horizontal circle orientation is always accounted for after observing the first target within a new set If the tolerance is exceeded a warning is given V Tol
187. lateral point East Display of east coordinate North Display of north coordinate Elevation Entering height optional TPS1100 Appl Prog Ref Manual 2 2 0en 166 060 Orthogonal point calculation continued Return to the menu Offsets 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 Id has not been entered the function is not available Call up the program Stakeout The program Stakeout assumes that the instrument is set and oriented to a known point If Point Id has not been entered the function is not available Exit the program SHIFT Three Point Arc Radius Point 1100 75 E Search Circle centre coordinates Radius Given Arc point 1 E N Arc point 2 E N Arc point 3 E N 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 Call up the function Three Point Arc from the COGO MENU COGO First Pt Arc Data Job FILEO2 GSI A Search for PointId E N PointId 8 58 ISEARC MEAS EJUS NI ADR Search for the coordinates of the first re
188. left Horiz Dist Displacement from basis point 1 in the direction of basis point 2 Horiz Dist Displacement from basis point 1 in the opposite direction to basis point 2 TPS1100 Appl Prog Ref Manual 2 2 0en 060 Orthogonal point calculation continued Call up the function Set Point by Dist Offset in the menu Offsets Search and display the coordinates of the point found in the active data job COGO Baseline Start Pt 8 Data Job FILEO2 GSI A V Search for PointId E N PointId B 58 SEARC MEAS EN Search for the coordinates baseline start point or the baseline end point in the data job point Measuring the baseline start point or the baseline end Manual entering of the baseline start point or the baseline end point e SHIFT Exit the program Enter distance analog baseline Horiz Dist COGO Distance from Start Distance along baseline B Horz Dist 0 000 m CONT INV RR RE RCALL sir MODIF QUIT Horz Dist Enter distance along baseline Horiz Dist Accept displayed values Determining the distance along baseline Horiz Dist by means of the function Polar calculation refer to chapter Inverse INPUT Entering distance
189. ll see this dialog if you selected Insert Parabola on the Insert Record dialog in a Vertical Alignment File REdit View Edit File 8 2 2 Station 0 000 m Ele Type Parabola Parameter 0 000 m Elevation 0 000 m INS DONE lt REL SHIFT MEN CHE e Station Input the Station or Chainage at the beginning of the element Ele Type Parabola TPS1100 Appl Prog Ref Manual 2 2 0en Parameter Input the Parameter of the Parabola For sag dip curves the center of curvature is above the vertical alignment the Parameter is a positive value For crest curves the center of curvature is below the vertical alignment the Parameter is a negative value The p parameter is the reciprocal of the rate of change of slope in the vertical curve p L Gour Gy Or z Y Y 2 X X 188 and the slope of the vertical alignment at the end of the vertical curve as a decimal fraction not percent the slope of the vertical alignment at the beginning of the vertical curve as a decimal fraction not percent and the horizontal distance from the beginning to the end of the vertical curve The elevation above datum of any point on the vertical curve The elevation above datum at the low or high point of the vertical curve The station or chainage of any point on the vertic
190. local for the station TPS1100 Appl Prog Ref Manual 2 2 0en 139 Local Resection Calculation continued 2 Angular correction needed to orient the instrument Set orientation and station coordinates on the instrument Note that this key will end the program e Record the following results in the measurement job WI 11 Station Point Number WI25 Orientation correction WI84 Station Easting WI85 Station Northing WI86 Station Elevation WI 87 Last reflector height used WI 88 Instrument Height Exit the program Configuration Depending on the configuration that is loaded onto your TPS1100 instrument you may not see some or all of the options referred to below See your Leica Geosystems dealer for more information about the configuration of your instrument Configuration Editor Start the Configuration Editor from the STATION DATA dialog SHIFT e LRes Configuration Two Faces NO Y Meas Job FILEO1 GSI V DATA Job ALNFILEO GSI CONT INFO sur MEN ERE The Configuration Editor sets parameters for further program operations Two Faces YES for dual face measurement NO for single face Meas Job Selection of the measurement job for recording measurements TPS1100 Appl Prog Ref Manual 2 2 0en Local Resection Configuration
191. lue or measure point to offset the plane Offsets are applied in the direction of the normal vector Offset Pt Displays Ptld of measured point TPS1100 Appl Prog Ref Manual 2 2 0en Define Instrument Plane continued Accept settings and measure points on the plane Measure additional points to define plane Measure point to offset plane through Show the results of each definition point see Results dialog Define new plane TPS1100 Appl Prog Ref Manual 2 2 0en Point Measurement The coordinates shown for the points are in the instrument coordinate Distance from point to plane system Keys are the same as for unless a distance was measured Local Point Id 5 Refl Ht 0 000 East 8 1405 211 North 2210 541 1 8 125 201 Ad 25 DIST CONT SHIFT SS ee ee East East coordinate of point Changes with telescope movement North North coordinate of point Changes with telescope movement Elev Elevation of point Changes with telescope movement Configuration Start the Configuration Editor from the Main Menu iw Ad n Log File ON v Log FlName Refplane log Meas job File01 GSI Data job 1 01 051 CONT ADD P OFFS MORE SHIFT
192. m Point Id East North Elevation sur MEN CHE 51100 Appl Prog Ref Manual 2 2 0en 176s Road File Editor Insert Station Coordinates continued Point Id You may edit the Point Identifier offered here or press Enter to accept it and move to the next input field This is the only field that may be edited in existing records East The Easting or X ordinate of the station you wish to create You may edit this value only when creating a new station North The Northing or Y ordinate of the station you wish to crate You may edit this value only when creating a new station Elev The Elevation or Z ordinate of the station you wish to create You may edit this value only when creating a new station Press this key when you have completed the edits of the current record and are ready to insert a new record New records will always be inserted at the end of a Coordinate Data File Press this key when completed all edits in the current file Press this key to display the record before the currently displayed record in this file This key label will not be displayed if the current record is the first record in the file Press this key to display the record after the currently displayed record in this file This key label will not be displayed if the current record is the last record in the file
193. mbination to display the last record in this file Press this key combination to search for a particular record in this file Go to Dialog Search ISHIFT ISHIFT ISHIFT SHIFT You will see this dialog if you selected Insert Tangent on the Insert Record dialog in a Vertical Alignment File A Tangent is a straight element in an alignment REdit View Edit File Am m 2 2 Station 0 000 m Ele Type Straight Elevation 0 000 m INS DONE lt IMPOR SHIFT Ba SSI Input the Station or Chainage at the beginning of the element Ele Type Straight Elevation The Elevation or Z ordinate at the beginning of the element Press this key when you have completed the edits of the current record and are ready to insert a new record New records will always be inserted after the currently displayed record in a Vertical Alignment File Press this key when you z completed all edits in the current file Press this key to display the record before the currently displayed record in this file This key label will not be displayed if the current record is the first record in the file Press this key to display the record after the currently displayed record in this file This key label will not be displayed if the current record is
194. ment job for recording measurements Data Job Selection of the data job containing the fix point coordinates control data Accepts and stores parameters displayed Continues to display SELECT ALN FILES Sets standard values The values are displayed in dialog on page 195 Displays date and version of the program Select Alignment 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 centerline of the road then it would not be necessary to have a vertical alignment template cross section assignment or station equation file If your project requires these other files then you will need to select them here alignment files must be stored the same directory on the memory card S Aln Dir GSI V 2 1 ALNOFFICE Vert Aln PRFOFFICE Cross Secs CRSOFFICE v CONT jd dd 5 MEN ERE EE TPS1100 Appl Prog Ref Manual 2 2 0 Road Horizontal Alignment File The Horizontal Alignment file defines the plan view shape of the project centerline available Move the cursor to the file needed and press 4 The Select Aln File display will return and the cursor will be highlighting the Vertical Alignment file Select the horizontal alignment file A dialog box app
195. nce and A Perp Dist of the perpendicular line Refer to figure in chapter Reference elevation User Disp Set to YES the display defined in the MEAS application will be used If set to NO the REFERENCE LINE default display applies Log File Set to ON the program will record measurement data in a log file in the format described on chapter Log File Log FIName Enter the Log File Name Meas Job Selection of the measurement job for recording measurements Data Job Selection of the data job containing the fix point coordinates control data Store the current configuration and proceed with dialog 1st Point of Baseline values Press to reset configuration parameters to their default Displays date and version of the running application TPS1100 Appl Prog Ref Manual 2 2 0en 76 Reference Line 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 The header line will contain the program used information about the instrument the name of the data file as well as dateand time TPS1100 Appl Prog Ref Manual 2 2 0en Ee aaa
196. nfiguration continued 3D Stake ON for 3 dimensional stakeout Note the program will not perform 3D stakeout if no elevation is available for the point to be staked OFF for2 dimensional stakeout Note that there will be no difference in height displayed Log File OFF no recording in a Log file SHORT reduced recording in a Log file LONG detailed recording in a Log file Meas Job Selection of the measurement job for recording measurements Data Job Selection of the data job containing the fix point coordinates control data Store the current configuration and proceed to the dialog SEARCH POINT Set the value to default 3D stake ON Display software version SHIFT Exit the program 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 ez 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 TPS1100 Appl Prog Ref Manual 2 2 0en Stakeout Log File cont Record SHORT recording of design Leica Geosystems Program
197. ng the type of file you wish to work with you must select an existing file to edit or press CREAT to create a new file of the type you have selected Press to view and or edit the existing file you have selected The first record of the file will be displayed When you see a message Ss that Road File Editor failed to read an existing file and that file was created manually or with third party software it usually means there is a problem with the GSI formatting of the file Press to create a new file of the type you have selected You will specify the name of the file on the next dialog Press to see the date and Version number of your Road File Editor e ISHIFT Press to Quit Road File Editor This option is available on nearly every dialog within Road File Editor Coordinate Data Files New Coordinate File You will see this dialog if you selected File Type Coordinate and pressed CREAT on the previous dialog You must specify a name for the new file You may specify any DOS legal file name Road File Editor will apply the necessary extension for you automatically REdit Create File Am File Type Coordinate File Name FILEO2 GSI Decimals 3v NENNEN E 7 3 51100 Appl Prog Ref Manual 2 2 0en 174 Road File Editor New Coordinate File continued File Type Displays the type of fil
198. ning points Ad m Deviation of point from plane Sts Point status can be ON OFF If point is off itis not included in the calculation Recalculate the plane Delete point TPS1100 Appl Prog Ref Manual 2 2 0en 260 Offset Dialog Once the plane has been defined it can be shifted by an offset The offset value can be entered manually or a point can be measured to shift the plane through Set offset and measure points on the plane Measure point to offset plane P through REFP Define Local Plane Am Define new plane Enter or measure an offset by which to shift the plane Offset NIE m Offset Pt 3 Z a CONT OFFS 8 MEN Offset Enter value by which to offset the pla ne If point was measured calculated offset is displayed Offsets are applied in the direction of Offset the Y axis Offset Pt Displays Ptld of measured point TPS1100 Appl Prog Ref Manual 2 2 0en Point Measurement The local coordinate system measurement dialog displays the coordinates of points on the plane in the defined local coordinate system REFP Reference Plane iw Point Id 4 DD m 001 m 0 000 m Refl Ht X Coord Y Coord Z Coord Ad DIST sir MEN
199. nt VL x R where L length of spiral R radius of curve 2 Permitted elements in V alignments Straight defined by station chainage and height of starting point Curve defined by station chainage and height of starting point and radius of curve 7 crest dip TPS1100 Appl Prog Ref Manual 2 2 0en Road Data Files continued Parabola defined by station End of project chainage and height of starting point and parameters of parabola 7 crest dip EOP station chainage and height of end point of gradient Parabola parameter formulae p S S 2 H H Where S S H H any station chainage on the parabola station chainage of the high low point of the parabola height at any station S above and height of the high low point of the parabola OR p L Gy Gn Where G OUT OR the slope of the vertical alignment at the end of the vertical curve expressed as a decimal fraction not percent the slope of the vertical alignment at the beginning of the vertical curve expressed as a decimal fraction not percent and the horizontal distance from the beginning to the end of the vertical curve p 1 2a in the general equation Y aX bX c for a parabola as used to describe a vertical curve in an alignment Where The height of a point on the vertical curve The horizontal distance of
200. ntain exactly the same number of elements Open file Start program FILE EDITOR from the MAIN MENU PROGRAMS dialog Road Date File Editor Dir E Ve S GSI Y File Type Coordinate V File Name FILEO1 GSI CONT CREAT 1 INFO SHIFT NENNEN EE Path The PC Card in your TPS1100 Professional Series Instrument is the AA drive Select any existing directory on the card to create new Road files or select any existing directory containing existing files that you wish to edit File Type Select the type of file you wish to create or edit with Road File Editor Coordinate Refer to the chapter Coordinate Data files page 168 in this manual for further details Horiz Align Refer to the chapter Horizontal Alignment Files page 173 in this manual for further details Vert Align Refer to the chapter Vertical Alignment Files page 178 in this manual for further details Cross Section Refer to the chapter Cross Sections Files page 184 in this manual for further details TPS1100 Appl Prog Ref Manual 2 2 0en m Road File Editor Open file continued Sta Eqn Refer to the chapter Station Equations Files page 186 in this manual for further details CRS Assignmnt Refer to the chapter Cross Section Assignment Files page 188 in this manual for further details File Name After selecti
201. ntered value 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 TPS1100 Appl Prog Ref Manual 2 2 0en Resection Dual face Measurement Configuration Editor continued UserDisp YES The same display mask as the one used in the system measurement dialog MEAS is used for measurements with RESECTION The RESECTION default display applies Log File Set to ON the program will record measurement data in a log file as described in chapter Log File Log FIName Enter the Log File Name Meas Job Selection of the measurement job for recording measurements Data Job Selection of the data job containing the fix point coordinates control data Store the current configuration and proceed to the dialog STATION DATA 6 Set the value to the default Displays date and version Exit the program ISHIFT 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 b
202. ntering 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 dialog Distance to Traverse If Azimuth is selected in the configuration for Direc Type then the following dialog box appears COGO V Traverse Direction to Traverse Azimuth Offset 02007007 0 000 m LCONT INV REED 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 Accept displayed values and proceed with dialog Distance to Traverse Determining the direction by means of the function Polar calculation refer to chapter INVERSE Entering Azimuth RCALL ofa direction which has been previously stored using the function Polar calculation Azimuth Exit the program Changing the direction refer to dialog Modify SHIFT SHIFT 51100 Appl Prog Ref Manual 2 2 0en 148 060 Defining direction by Azimuth continued CA Azimuth Azimuth 0 00 00 Display of corrected Azimuth Multiply Divide Add 02007007 Accept displayed values and Subtract 0 00 00
203. nts 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 TPS1100 Appl Prog Ref Manual 2 2 0en 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 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 station height orientation correction standard deviations for height and orientation correction The residuals for horizontal angles heights and measured distances are also listed Orientation and Height Transfer Log file continued Leica Geosystems Orientation and Height Transfer V 1 00 Instrument 2 TCA1103 Serial 102999 Meas File MYFILE GSI Program Start 20 04 1998 at
204. ny necessary settings in the CONFIGURATION Set values to default Default values are displayed Displays date and version of the running application Example of Measurement data Logfile Measurements to Point Ids 2 and 3 the first two records are the raw measurements The measurement to Point Id 4 is the hidden point measurement the measurement that could have been made if Point Id 4 was not behind an obstruction between it and the instrument station with a Refl Ht 0 Hidden Point does not generate a logfile In this GSI8 example the Recording Mask is the standard polar mask Point Id Horizontal Circle Vertical Circle Slope Distance and ppm Offset The actual data recorded will be determined by the Recording Mask in effect at the time the measurement and or hidden point data are recorded 110041 00000002 21 322 07018850 22 322 06455150 31 00 00003078 51 1 0000 034 110042 00000003 21 322 10896450 22 322 06213050 31 00 00002910 Example 1518 Measurement data TPS1100 Appl Prog Ref Manual 2 2 0en Hidden Point Application notes To Test Prove the Hidden Point program Setup and orient the instrument in an open area Check the configuration to be sure the hidden point rod and prisms are properly defined Position the tip of the hidden point rod on a mark that is directly visible from the instrument location Start the hidden point program and making sure the hidd
205. ode This dialog is used in accordance with the settings of the system function Measure amp Record or according to the dialog shown below Point Id 546 Refl Ht 1 654 m Hz B 230 45 23 V 4 52 35 Slope Dist Ht Diff DIST REC IMPORT East North Elevation ELE I II VIEW QUIT The input for the start point is only possible after the program start or with the function 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 measurement job Proceed with the dialog NEXT POINT If the second point has already been measured the Enter the target data see User Manual Import target coordinates program will proceed to the Result SHIFT 7 Start the dialog e gt Configuration Editor Measure a distance SHIFT Change the theodolite z Record the face measurement in the active measurement job and proceed with SHIFT Exit the program 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 th
206. of the reference A Offset To the left of the reference A Line or AArc Line offset from the first Ref Point A Line in the line direction A Line in the opposite direction of the line AL from P2 or AA from P2 only for configuration Line a OFF Line offset from the 2nd Ref Point AL P2 in the direction of the line AL P2 in the opposite direction of the line P2 gt P1 AHt Edit Elev OFF Height difference along the vertical between the target point and the reference elevation Edit Elev ON Height difference between entered and measured elev A Perp Dist only for configuration Ref Elev Baseline Not available for Arc Height difference between the target point and the reference elevation perpendicular to the reference elevation A Spat Dist only for configuration Ref Elev Baseline Not available for Arc Line Offset along the reference elevation TPS1100 Appl Prog Ref Manual 2 2 0en 270 Reference Line Results Reference Line continued Elevation Edit Elev OFF Elevation of the measured point DesignElev Edit Elev ON Elevation entered by user Simultaneously execute e distance measurement and record the measurement Measure a distance Record the measurement in the measurement file Depending on the setting in the Configuration dialog a measurement block containing delta values is recorded WI 11 Point Number of target WI 35 Offset WI 37
207. of the centerline From the edge of Instrument to enter the design the units to m 3 decimal places the riding surface fill slopes extend information for the Horizontal Let s name the files EX1 GSI downward at a slope of 2 1 Alignment Vertical Alignment and EX1 GSI and Templates CRS_EX1 GSI The vertical alignment or profile for A special naming convention the project is a simple 2 uphill identifies the type of file that each slope An assumed elevation of 30 50 alignment and template are stored is placed on the original ground at the in The first three letters in the file Setup Point and the road starts at name tell ROADPLUS what is in elevation 31 1 This allows you to the file and how to view it The GSI practice with all of the components of extension is also required the ROADPLUS program For the field work we recommend a flat Horizontal open area about 25 m on a side Alignment ALN GSI The following pages contain Vertical illustrations and listings of all the data Alignment PRF GSI needed to run the example Templates CRS GSI There are 3 easy steps to the example TPS1100 Appl Prog Ref Manual 2 2 0en Road Preparing for the example continued 305 000 usd oae PO N 320 240 192 W gogor PI 0 15240 7 1 8000 00 erine 320 T 7 620 o Road CONE e N 322 885 R 9 087 5 e ne L 12
208. of the point Note that represents point 10 TPS1100 Appl Prog Ref Manual 2 2 0en Free Station Configuration Depending on the configuration that is loaded onto your TPS1100 instrument you may not see some or all of the options referred to below See your Leica Geosystems dealer for more information about the configuration of your instrument Configuration Editor Start the Configuration Editor from the STATION DATA dialog FreSt Configuration Am Hz Ori Acc 020032 Ht Acc 0 025 m Pos Acc TP 0 025 m Two Faces NO Y User Disp NO Y Log File OFF v Log FlName STA LOG Meas Job MYFILE GSI V Data Job DEFAULT GSI v SHiFT EE 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 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
209. og 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 TPS1100 Appl Prog Ref Manual 2 2 0en 20 Road Getting started continued Configuration Roads _ Select Ain Files Ev Mis Aln Dir GSI V Horiz Aln ALNOFFICE Y Vert Aln PRFOFFICE Cross Secs CRSOFFICE V Crs Assign none V Station Eq EQNOFFIC v CONT lcm ud SHIFT MEN EE SHIFT Call up the Configuration Editor Before selecting the alignment files to use you should enter the configuration parameters for the job SHIFT Start the Configuration Editor from the Select Aln Files dialog Road Dialog values suould Begin Sta 0 000 End Sta 0 000 Sta Incrm 100 000 m Ht Shift 0 000 m Deflct Tol 0 00 16 Sta Tol 0 010 m LCONT Vert Mode Profile XSec Y CrsIntrpl Off v CrsMovemnt Left Right v Log File Off v Log FlName ROADPLUS LOG Meas Job FILEO1 GSI v Data Job FILEO2 GSI V NENNEN E 4I Begin Sta Enter the beginning station chainage for your work area End Sta Enter the ending station chainage for your work area Sta Incrm Enter the station chainage int
210. og shows date and time of next measurement MONIT Point Measurement Control LEARNED Select Pts 5 Repetition 3 25 10 99 8 30 00 Meas Date Meas Time ISHIFT If a point can not be measured the TCA or TCRA starts its internal search routine and if unsuccessful goes on to the next point to be measured Esc Abort the automatic measurement TPS1100 Appl Prog Ref Manual 2 2 0en Monitoring Reference Plane Introduction This manual describes the program Reference Plane for TPS1100 Pro fessional series instruments Reference Plane first defines a reference plane and then calculates coordinates of points on the plane from Hz and V angles If distances are measured the perpendicular deviation of the point from the plane is also calculated The plane can be defined in the instrument coordinate system or in a local plane coordinate system Two points can be used to define a vertical plane or 3 10 points can define a tilted plane With 4 or more points a least squares adjustment is calculated resulting in an adjusted plane TPS1100 Appl Prog Ref Manual 2 2 0en 1100pr91 Introduction continuetd The max allowed deviation of these points from the plane can be set in the Configuration dialog Once the plane has been defined it can be shifted by an entered offset Alternatively it can be shifted through
211. ogram during the observation of the first half of the first set in Face 1 This is the Learning Phase To complete the first set and during the observation of the additional sets you will be offered the target points in the sequence defined during the learning phase If you are using a non motorized instrument the horizontal and vertical differences will be displayed to guide you to the correct target point Motorized instruments will automatically drive to the target point TCA and TCRA instruments may make all measurements automatically after the learning phase SETS Sets Menu Cam 2 Measure Further Sets 3 Calculate Horizontal Sets 4 Calculate Vertical Sets 5 Calculate Distance Sets 6 End Program SFNET M Start the CONFIGURATION Option if available SHIFT Measure Mode Measure First Set This is the learning phase of the Sets of Angles program Your inputs and measurements will be stored by the program to guide you through the balance of the measurement process You must measure to all desired target points in this set during the learning phase and you may not add target points to the set after you leave the learning phase ISETS First Set 3 Set No 8 1 Seq No 1 Face z I Point Id 501 Refl Ht 1 300 m Auto Meas YES MEAS List lt gt DONE Prism Type Leica 3
212. oints dialog or point information can be taken from a GSI file stored on the PCMCIA card MONI 01 Max 50 points and as many repetitions as desired at any time intervals With the timer function the program can trigger automatic measurements at any predefined interval 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 Points to be measured must be permanently equipped with Leica Geosystems prisms The instrument must be firmly mounted on a tripod or pillar Measurements are limited only by the storage capacity of the PCMCIA memory card TPS1100 Appl Prog Ref Manual 2 2 0en 2251 Monitoring Main menu MONIT MONITORING MENU Am 1 Point Selection 2 Timer Selection 3 Point Measurement 4 End Monitoring sur EE z Selection of points to be measured Set timer requirements Start point measurement Exit the Monitoring program Selecting Points The points and the measurement method to be used can be selected in this menu MONIT Point Selection FILE01 GSI a Control LEARNED Y Totatl Pts 30 Select Pts 17 MeasMethod lt gt Repetition 3 CONT
213. oject Files Horizontal Alignment You may delete insert and or edit all Road horizontal alignment element types with Road File Editor Road horizontal alignment element types are Tangents Circular Curves Clothoid transitions Tangent to circular curve circular curve to tangent and between circular curves and Endof Positioning You must use the following sign convention to describe the direction of curvature for non tangent horizontal alignment elements For right hand curves the center of curvature is to the right of the horizontal alignment the radius and transition parameters are positive values For left hand curves the center of curvature is to the left of the horizontal alignment the radius and transition parameters are negative values Road File Editor Vertical Alignment You may delete insert and or edit all Road vertical alignment element types with Road File Editor Road vertical alignment element types are Tangents Circular Curves Parabolas and End of Positioning You must use the following sign convention to describe the direction of curvature for non tangent vertical alignment elements For sag or dip curves the center of curvature is above the vertical alignment the radius and parabola parameters are positive values For crest curves the center of curvature is below the vertical alignment the radius and parabola parameters are negativ
214. ompare existing ground to the DTM e g for quality control purposes where the DTM represents the final project surface DTM Stakeout requires the instrument station to be setup and oriented The instrument must also be configured in the same units as those used in the DTM H 1100pr81 Refl Ht DHtcut Select DTM File The first dialog allows selection of the DTM file to be used The file can be in AutoCad DXF format or in Leica GSI format see chapter Data Formats E DTMSO Select DTM File 3 Dir D DT v DTM File FILEO1 DXF Y DXF Layer TRIANGLE B DFLT SHIFT ee Dir Select the directory where the DTM file is stored TPS1100 Appl Prog Ref Manual 2 2 0en Monitoring Select DTM File continued DTM File Choose the DTM file to be used DXF Layer If using a DFX file enter the layer name for the DTM file Continue to Measurement dialog DTM Stakeout will automatically check the validity of the file Re set the Layer name to TRIANGLE Display the DTM Stakeout information dialog Measurement Dialog To measure and record the CUT FILL values and the coordinates of the target piont This dialog corresponds to the TPS1100 Professional series Measure dialog with the additional entry of the Ht Difference Measure a distance and calculate the CUT FILL values
215. on Hz Ori 2 12 34 o Elev 0 010 m oHz Ori 0 00 03 SAFT 50851 Station Id Point number assigned to the station No of Pts Number of points measured Inst Height Instrument Height Orientation and Height Transfer Calculation continued East Easting of the station North Northing of the station Elevation Calculated elevation of the station Orientation Oriented direction c Elevation Standard deviation of the Elevation 6 Orient Standard deviation of the Orientation TPS1100 Appl Prog Ref Manual 2 2 0en 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 PU Record the following results into the active measurement job WI 11 Station Point Number WI 25 Orientation correction WI 84 Station Easting WI 85 Station Northing WI 86 Station Elevation WI 87 Last reflector height used WI 88 Instrument Height Measure more points The s program will recall the TARGET POINT dialog Show the results of individual measurements on the screen see dialog More Information Select between the Robust method and the Least Square method SHIFT e SHIFT Sketch of the station and the
216. ontinued A Hz Difference between calculated and measured horizontal angle A Distance Difference between calculated and measured distance Height Difference between calculated and measured height Refl Ht Reflector height used for the target point Easting Northing Elevation Target coordinates used Refl Ht Reflector height used for the target point East North Elevation Target coordinates used TPS1100 Appl Prog Ref Manual 2 2 0en 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 E measurements You can now measure a new point in its place Return to the results dialog without changes Exit the program Plot Generates a plot showing the measurement configuration The station point is in the center and the top of the sketch shows the direction of grid north The sketch is true in angular but not true in distances Points are numbered sequentially in the order in witch they were measured Points not used in the calculation are marked with a dotted line 1 MEE EI Recalculate the result and return to t
217. ord in the file Press this key to display the record after the currently displayed record in this file This key label will not be displayed if the current record is the last record in the file SHIFT Press this key combination to display the first record in this file Press this key combination to display the last record in this file Press this key combination to search for a particular record in this file Go to Dialog Search ISHIFT ISHIFT 51100 Appl Prog Ref Manual 2 2 0en 178 Road File Editor Search You will see this dialog if you selected SEARC on the previous dialog REdit Search Forward V Direction Stat Templ dein NENNEN Direction Select the direction you wish to search from the current record Forward searches toward the end of the file Backward searches toward the beginning of the file Stat Templ Input the Point Id or Code for which you wish to search Press this key to search for the first occurrence of the input Point Id or Code If the specified Point Id or Code is found you will see the record containing it If the specified Point Id or Code is not found you will see a message After the message you will see the current record again Horizontal Alignment Files New
218. oriz Dist Multiply Divide Add Subtract Horiz Dist CONT 5 vn Horiz Dist Display of entered horizontal distance 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 Accept displayed values and proceed to dialog TRAVERSE RESULTS Traverse results The following dialog box shows the result of the traverse COGO Traverse Results Point Id East 0 000 m North 0 000 m Elevation EI 3 00 RI SAT NENNEN Q Point Id Entering point number of the point to be accepted East Display of east coordinate North Display of north coordinate Elevation Entering height optional TPS1100 Appl Prog Ref Manual 2 2 0en 060 Traverse results continued Return to COGO MENU The following results have 5 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 Id has not been entered the function is not available Call up the program
219. orizontal Alignment continued Header of the Horizontal Alignment File Comments The header consists of a single 41 00000BID 42 HZALIGNM 43 STACOORD WI 41 Job Identification Max 8 ASCII characters may be defined by 2 WI 42 Idendicafian of Horizontal Alignment file May be changed by pata units and decimal places in WI 43 of principal point type file May not be changed by 7 user fthe radius point for a curve The data block for a principal point in the file is structured as follows circular or spiral is to the left of the alignment looking in the 11 KILOMETR 71 0NEXTGEO 72 0NEXTRAD direction of increasing stations the 73 0TEMPLNR 81 10 00000000 82 10 00000000 radius is negative WI 11 Station chainage of the point Ifthe radius point for a curve WI 71 Type of the following geometric element circular or spiral is to the right of WI 72 Radius of the next horizontal geometric element Radius 1 for a the alignment looking in the compound curve or the A Parameter for spirals direction of increasing stations the WI 73 Number of a cross section Template assigned to the next radius is positive geometric element WI 74 Radius 2 for compound curves Across section Template may be WI 81 E Coordinate of the point assigned to more than one WI 82 N Coordinate of the point location TPS1100 Appl Prog R
220. ou locate the target points easily when you are using a non motorized instrument and to reduce the possibilities for errors in target point identification Sets of Angles displays the differences between the current orientation of the telescope and the learned direction to the target point specified on the previous dialog TELESCOPE POSITIONING Am 3 Hz and V positioning Set direction s to zero 2 3 56 23 AV 1922725 ABORT MEN AHz Displays the difference between the current value of the Horizontal Circle and the first direction to the target point Manually turn the instrument until the value is zero then the instrument will be oriented toward the target point AV Displays the difference between the current value of the Vertical Circle and the first direction to the target point Manually turn the instrument until the value is zero then the instrument will be oriented toward the target point Fe Press when you are ready to e measure to the target point You will see the Measure Further sets measure dialog This is not displayed until the telescope is within 0 27 0 5 gon of the target point Press to abort and return to the previous dialog TPS1100 Appl Prog Ref Manual 2 2 0en 105 Sets of Angles Calculate Mode Calculate Horizontal and Vertical
221. ries instrument To enter the data on the computer a Windows application called RoadEd can be used If you create the files using RoadEd the files must be copied to the PCMCIA card TPS1100 Appl Prog Ref Manual 2 2 0en 199 Road Program verview ROAD allows measurements in one telescope position only A typical ROAD session includes the following steps 1 Enter setup information for the instrument and orient 2 Start the ROAD 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 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 operation of the program will be covered in more detail This will assist you to become proficient with the ROAD program for normal everyday operations such as staking a project with stations and offsets and slope staking 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 MENU PROGRAMS display move the highlighted cursor to the ROAD program and press gel on the keyboard of the instrument This will bring up the Select Aln Files dial
222. rt the slope stake program Road Slope Staking Station 2 000 Cross Sect 000 Xsection ACL Offset 0 409 m AXS HgtDif 1 188 m AStation 0 037 m ALL DIST REC CONT AHingeOffs 0 209 m AHinteHgtD 0 979 m Elevation 401 612 m 1 lt gt 11 The STORE REFPT options are not available until after a distance is measured Measure to the current position of the prism pole When the value of AXS Hgt Diff and AStation are zero or close to it the prism pole is at the catch point In the sample display shown the value for 5 Hgt Diff is 1 188m The value is positive meaning the measurement was taken at a point that is above the cut slope Assuming the cut slope is 1 1 the rodperson will want to move approximately 1 meter away from the centerline before making the next measurement The value of the AStation is 0 037m The value is negative meaning the measurement was taken at a point whose station is slightly lower than the indended 2 000 The rodperson will want to move slightly up station before making the next measurement TPS1100 Appl Prog Ref Manual 2 2 0en Road Slope Staking continued In addition the horizontal distance from centerline is displayed which is 0 409 m for this example After moving to a new location measure a distance to the prism and view the results When the AXS Hgt D
223. rument Once the program configuration has been set in accordance with the requirements of the particular survey being performed and tracking mode measurements started positions will be automatically measured and recorded with no further operator input Feature coding may be added to the recorded data as necessary while the program continues to operate It is not necessary to exit the program in order to input and record feature coding information Automatic recording may be triggered by the current distance from the last recorded position the time elapsed since the last recorded position the prism remaining stationary for a specified length of time or any combination of the above factors When a combination of factors is specified a position is recorded as soon as any one of the factors is satisfied At any time a position may be recorded manually by pressing a single button Whenever a position is recorded manually or automatically all currently active factors are reset and begin counting anew for the next automatically recorded position Configuration Options Before using the Auto Record program the first time you must select the mode or modes and define the interval or intervals you wish to use to control the automatic recording process When you start the program the AREC MEASUREMENT dialog will be displayed Point 2 Point Code Refl Ht 1 200 m Hz 3 200 0000 g E 100
224. s Stable Pos StableTime When this mode is ON and the TCA TCRA instrument is following a prism in the tracking measurement mode measurement data will be recorded automatically whenever the prism remains within a circle of the radius for the length of time shown here i e the position remains constant within 5 centimeters for 2 seconds TPS1100 Appl Prog Ref Manual 2 2 0en 245 Auto Record Configuration Options continued Continue to the AREC MEASUREMENT dialog after selecting and or setting the automatic recording mode s as necessary Toggle the Time Interval mode ON or OFF When this mode is OFF the small square next to Timelnterv will be empty and the time interval definition will be a series of dashes When this mode is ON there will be a small X in the square and the last active time interval will be shown Toggle the Distance Interval mode or OFF When this mode is OFF the small square next to Distlnterv will be empty and the distance interval definition will be a series of dashes When this mode is ON there will be a small X in the square and the last active distance interval will be shown Toggle the Stable Position mode ON or OFF When this mode is OFF the small square next to Stable Pos will be empty and both the stable position and stable time definitions will be a series of dashes When this mode is ON there will be a small X in the square and the last active stabl
225. s Proceed with the dialog FIRST POINT to enter a new reference point This function is available for RADIAL MODE only job Record the following results in the active measurement WI 11 Point number of point 2 or radial point number Azimuth from point1 to point 2 Horizontal distance WI 25 WI 35 TPS1100 Appl Prog Ref Manual 2 2 0en e Tie Distance Results continued WI 37 WI 39 WI 79 Height difference between point 1 and point 2 Slope distance Point number of point 1 or center point number Toggle between Radial Polygon Mode Configuration Depending on the configuration that is loaded onto your TPS1100 instrument you may not see some or all of the options referred to below See your Leica Geosystems dealer for more information about the configuration of your instrument Configuration Editor su Start the Configuration Editor from the First Point dialog TieD Configuration e Two Faces NO v User Disp NO Y Log File Off Log FlName TIEDIST LOG Meas Job FILEO1 GSI Data Job FILEO2 GSI v CONT INFO SHIFT NENNEN EE The Configuration Editor sets parameters for further program operations Two Faces YES for dual face measurement NO for single face 51100 Appl Prog Ref Manual 2 2 0en 33 Tie Distance Configura
226. s Section The points defining a Cross Section should be entered consecutively to minimize file access during the operation of Road REdit View Edit File Am amp 2 2 Template TEMPLATE AHorizDist 0 000 m SO Ht diff 0 000 m Cut Fill FILL v Slope 0 000 105 L DONE RENI SHIFT E ESSERE ET Template Input the name of the template if you are going to create a new one or change the name of an existing one Otherwise this field displays the name of the Template you are currently editing AHorizDist Input the horizontal distance from the Horizontal Alignment to the point you wish to create or edit For points to the right of the Horizontal Alignment AHorizDist is a positive number For points to the left of the Horizontal Alignment AHorizDist is a negative number SO Ht diff Input the vertical distance from the Vertical Alignment to the point you wish to create or edit For points above the Vertical Alignment SO Ht diff is a positive number For points below the Vertical Alignment SO Ht diff is a negative number Cut Fill Optional Select a description for the current Cross Section Cut means the hinge point is below the existing surface of the ground Fill means the hinge point is above the existing surface of the ground Standard means the hinge point is not specifically identified as b
227. s the normal vector of the plane is away from the instrument and the X axis is perpendicular to Z and Y and consequently horizontal Offsets are applied in the direction of the Y axis 1100pr93 TPS1100 Appl Prog Ref Manual 2 2 0en 258 Tilted Plane continued Coordinates of the origin are entered by the user after plane definition The origin is defined as the projection of the first measured point onto the calculated adjusted plane TPS1100 Appl Prog Ref Manual 2 2 0en Define Points This dialog defines the points that determine the plane Up to 10 points can be used They can be measured or imported from a file 2 Point Id Refl Ht 0 000 Hz 364 3931 V 98 2225 Horiz Dist 256 114 Elev Diff 12 004 DIST sur MEE 117 3 QUIT Simultaneously measure and record data in the Meas job Continue to next point Measure a distance Record the measurement in the measurement job Continue to next point without recording data in measurement job Calculate the plane parameters Note this key is only available after two points have been measured input Import point coordinates SHIFT P Exit program Two points define a vertical plane Use more points to define a tilted plane The program checks if the plane is defined in sp
228. sp the second resp the third arc point in the data job TPS1100 Appl Prog Ref Manual 2 2 0en 060 Three Point Arc continued point Manual entering of the first resp the second resp the third arc point Search and display the coordinates of the point found in the active data job Exit the program Measuring the first resp the second resp the third arc SHIFT Q The following dialog box shows the results of the calculation Point Id East North Elevation Radius CONT STORE STAKE Point Id Entering point number of the circle centre East Display of east coordinate North Display of north coordinate Elevation Entering height optional Radius Display of radius arc Return to the COGO s MENU The following results have been stored the active measurement data file WI 11 Station Point Number WI 81 Easting coordinate WI 82 Northing coordinate WI 83 Elevation optional If Point Id has not been entered the function is not available Call up the program Stakeout The program Stakeout assumes that the instrument is set and oriented to a known point If Point Id has not been entered the function is not available Exit the program SHIFT TPS1100 Appl Prog Ref Manual 2 2 0 168 060 Road
229. ss this key when you are ready to insert a new horizontal alignment element into the file New records will always be inserted after the currently displayed record in a Horizontal Alignment File Press this key when you have completed all edits in the current file Press this key to display the record before the currently displayed record in this file This key label will not be displayed if the current record is the first record in the file TPS1100 Appl Prog Ref Manual 2 2 0en 180 O Road File Editor Header Record continued Press this key to display the record after the currently displayed record in this file This key label will not be displayed if the current record is the last record in the file Ea Press this key to import the s coordinates of a point in another file Press this key combination to delete the currently displayed record in this file This is not available if the Header Record is displayed Press this key combination to display the first record in this file Press this key combination to display the last record in this file SHIFT Press this key combination to search for a particular record in this file Go to Dialog Search SHIFT SHIFT SHIFT Insert Tangent You will see this dialog if you selected Insert Tangent on the Insert Record dialog in a Horizontal Alignment File REdi
230. st be sorted from left to right A positive distance WI35 across the section indicates a point to the right of the centerline TPS1100 Appl Prog Ref Manual 2 2 0en Road Cross Sections continued Example Al 0EXAMPLE 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 0P000123 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 P000125 35 10 00004000 36 10 00000070 QP000125 35 10 00011000 36 10 00002500 QP000125 35 10 00012000 36 10 00002000 TEMPLATE 35 41 00002000 36 11 00000000 71 0000FILL 72 00002000 TEMPLATE 35 41 00000500 36 11 00000000 71 0000FILL 72 00000000 TEMPLATE 35 41 00000000 36 11 00000000 71 0000FILL 72 00000000 22 TEMPL
231. staked Differences between entered and The available symbols depend on the measured Offset values are selected method displayed after the first distance measurement NO Symbols are not used ORTHOGONAL TO STATION Displays orthogonal values based on the line defined by instrument station and reflector position TPS1100 Appl Prog Ref Manual 2 2 0en 74 Reference Line Configuration Depending on the configuration that is loaded onto your TPS1100 instrument you may not see some or all of the options referred to below See your Leica Geosystems dealer for more information about the configuration of your instrument Configuration Editor ISHIFT e Start the Configuration Editor from the Reference Line Menu dialog Offset g Line a OFF v Ht Offset OFF v Ref Elev 1st Base Point V Edit Elev NO v Rec Diff NONE Y User Disp NO Y Log File OFF v Log FlName REFLINE LOG Meas Job FILEO1 GSI Data Job DEFAULT GSI V MEE EL LU I Q 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 Set to ON the program will allow the input of a distance from the first base point to the starting
232. sure distance and record data in the active measurement job TPS1100 Appl Prog Ref Manual 2 2 0en Arcs continued Measure a distance 28 Enter the target data s without recording pagius ARC end point see User Manual oin H Refl Ht 0 000 m m H 95955750 i Enter the target data Hz o Import target coordinates Slope Dist m Import target coordinates EUN REC CONT IMPOR Press 3 Pt to switch to the 3 Point Arc method SHIFT Si ai by 2 ha u M oints and radius North 3 om xit the program P Elevation 22222 prog F Call up the CODE function i LT RAD TOUIT Zz For arcs to the left enter SHIFT Exit the program the radius positive and for arcs to the right enter the radius imultan lym and Simultaneously measu negative record data of the end point of arc in the active measurement job Radius Arc 3 Measure a distance and record data of the Determine the two points of an arc end point of arc in the active sequentially After the end point the measurement job Measure point dialog prompts to input the radius Measure distance without recording TPS1100 Appl Prog Ref Manual 2 2 0en Area Arcs continued Calculation 3 end Pt D
233. sured Auto Meas Automatic Measurement option available only with motorized instruments Select ON or OFF as desired If OFF motorized instruments must be manually pointed to this target point in further sets If ON motorized instruments will automatically turn toward this target point in further sets If ON and the target is a prism motorized instruments with ATR will automatically turn toward fine point and measure to this target point Prism Type Optional but necessary for the instrument to correctly measure the distance to the target point Select the type of prism at this target point PrismConst Display only of the offset of the current Prism Type Will be updated if the Prism Type is changed Press after all settings are correct and go to the Measurement Dialog Optional Press to create e list of up to ten target points Subsequent measurements may then be made by selecting the target point from this list Not available until a list of target points has been defined Press to select the previous point on the list Not available until a list of target points has been defined Press to select the next point on the list Press when all target points have been measured in Face or to abort measurement TPS1100 Appl Prog Ref Manual 2 2 0en 104 Sets of Angles Measure Mode continued Telescope Positioning non motorized instruments only To help y
234. t The Coarse Positioning calculates various displacements depending on the selected mode Line Offset Orthogonal Azimuth and Distance If instrument is in LOCK mode with EDM mode TRK RTRK pressing F1 STAKE from a Coarse Mode starts a distance measurement TPS1100 Appl Prog Ref Manual 2 2 0en IEEE Stakeout Line Offset 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 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 only displayed after two stakeout points 1100pr09 ISTAKE Line Offset Point Id 12 Azimuth 90 10 02 Hz 98 34 45 Line 4 105 m Offset 1 250 m AHeight 0 340 m TAKE doi ol SHIFT IMETHD PLOT Point Id Point Id 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 Line Distance along the line defined by the last two points staked Offset Orthogonal offset from the defined line AHeight Height difference from the last poin
235. t View Edit File Am m 2 2 Station 0 000 m Ele Type Straight Template NONE Y East 0 000 m North 0 000 m INS DONE IMPOR SHIFT LC lt lt EZ Station Input the Station or Chainage at the beginning of the element Ele Type Straight TPS1100 Appl Prog Ref Manual 2 2 0en w Road File Editor Insert Tangent continued Template Input the name of the Cross Section you wish to associate with this Horizontal Alignment element This may be NONE if you are using Cross Section Assignment File as a part of this Road project or if this Road project does not include Cross Sections East The Easting or X ordinate at the beginning of the element North The Northing or Y ordinate at the beginning of the element Press this key when you have completed the edits of the current record and are ready to insert a new record New records will always be inserted after the currently displayed record in a Horizontal Alignment File Press this key when you e completed all edits in the current file Press this key to display the record before the currently displayed record in this file This key label will not be displayed if the current record is the first record in the file Press this key to display the 2 record after the currently displayed record in this file This key label will not be displayed
236. t staked Proceed to STAKEOUT Motorized theodolites can drive the telescope to the horizontal and vertical direction of the point to be staked 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 O SHIFT SHIFT SHIFT TPS1100 Appl Prog Ref Manual 2 2 0en Stakeout Orthogonal 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 ISTAKE Orthogonal Stake Am MC 1100 10 Point Id 12 Azimuth 90 10 02 Hz 5 98 34 45 ALength 4 105 m ACross 1 250 m AHeight 0 340 m SHIFT Point Id 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 ALength and ACross in relation to the baseline last stakeout point instrument station A Length In line distance ALengt
237. t 1 in the direction of basis point 2 Displacement from basis point 1 in the opposite direction to basis point 2 Offset Horiz Dist Horiz Dist Call up the function Distance Offset from the menu Offsets Baseline Start Pt 3 Data Job FILEO2 GSI Search for PointId E N PointId 8 58 ISEARC MEAS INPUT NN CUN 5 NENNEN Search for the coordinates of baseline start point resp the baseline end point or the lateral point in the data job E Measuring the baseline start point resp the baseline end point or the lateral point TPS1100 Appl Prog Ref Manual 2 2 0en 060 Distance ffset continued Manual entering of the baseline start point resp the baseline end point or the lateral point Search and display the coordinates of the point found in the active data job Exit the program SHIFT The following dialog box shows the results COGO V Offset Results D Point Id East 0 000 m North 0 000 m Elevation Distance 0 000 m Offset 0 000 m CONT NEW STORE 5 EM QUIT Point Id Entering point number of the base point East Display of east coordinate North Display of north coordinate Elevation Entering height optional Dis
238. t measurement AV fmSlope Vertical distance from Cut or Fill slope at the specified station Slope Slope ratio of Cut or Fill slope Elevation Elevation at measurement The following illustration represents the various components of the REFPT option Centerline measured a Q catch 2 point Slo 5 LVS AV fmSlope AHinge Offs ACL Offset RPLUS13 TPS1100 Appl Prog Ref Manual 2 2 0en Data Formats Horizontal Alignment The following describes the format The following geometric elements are and contents of the data stored for supported alignments and cross sections in the Road program All files are in GSI TEA format and all files for a project must Definition Declaration in be located in the same directory of the alignment the memory card file Tangent Station Beginning X Y STRAIGHT Circular Station Beginning of arc X Y Radius 000CURVE curve Spiral in Station Beginning of curve X Y OOSPIRIN A Parameter A NLxR Spiral out Station Beginning of curve X Y OSPIROUT A Parameter A NLxR Curve in Station Beginning of curve X Y Radius 1 OCURVEIN Radius 2 Curve out Station Beginning of curve X Y Radius 1 CURVEOUT Radius 2 End of Station Coordinates X Y 00000EOP Project TPS1100 Appl Prog Ref Manual 2 2 0en Road H
239. tance Display difference in length abscissa Horiz Dist Offset Display lateral deviation ordinate Offset Return to the menu Offsets 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 WI81 Easting coordinate WI 82 Northing coordinate WI 83 Elevation optional If Point Id has not been entered the function is not available TPS1100 Appl Prog Ref Manual 2 2 0en 163 COGO Distance Offset continued Orthogonal point calculation Call up the program Stakeout The program Stakeout assumes that the instrument is set and oriented to a known point If Point Id has not been entered the function is not available Exit the program SHIFT Q 1100pr73 Search Lateral point 3 coordinates E Given Baseline Start Point 1 E N Baseline End Point 2 E N Difference in length abscissa Horiz Dist Lateral deviation ordinate Offset Station coordinates and orientation need to have been set correctly before the coordinates of point 1 resp point 2 can be determined by measurement Explanation of the polarity rule of Horiz Dist and Offset During entering the polarity is based on the straight line 1 gt 2 Offset Parallel displacement to the right Offset Parallel displacement to the
240. tant paragraphs which must be adhered to in practice as they enable the product to be used in a technically correct and efficient manner TPS1100 Appl Prog Ref Manual 2 2 0en DET IND Used Symbols View of Chapters Mc e 6 CUO Ma RECO 11 Orientation and Height Transfer 2 2 1 1 12 OSCCUOMN 22 Uc 30 CIEL CIJU eeepc M a 37 Free EcupnEM 54 LMC E 66 Remote Height 79 Hidden d m iiini 83 89 Sets unc 97 Maver SE 124 RESCCHOM 138 ee Ree 142 Roads File 219 E 169 e 196 AUTO Record P 244 251 Reference ia aaaeaii iadaaa 256 DIM Stake Out 266 TPS1100 Appl Prog Ref Manual 2 2 0en View of Chapters Contents 1 __________________ rm E 11 Tie Distance a ista naris
241. ted the edits of the current record and are ready to insert a new record New records will always be inserted at the end of a Coordinate Data File Press this key when you have completed all edits in the current file Press this key to display the record before the currently displayed record in this file This key label will not be displayed if the current record is the first record in the file Press this key to display the record after the currently displayed record in this file This key label will not be displayed if the current record is the last record in the file Press this key to import the coordinates of a point in this or another file This key label will not be displayed if the current record is a Code record Press this key combination to display the first record in this file Press this key combination to display the last record in this file Press this key combination to search for a particular record in this file Go to Dialog Search ISHIFT SHIFT SHIFT Insert Station Coordinates You will see this dialog if you selected Insert Station Coordinates on the previous dialog The scrollbar at the top of this dialog graphically shows your position in the current file The numbers to the right of the scrollbar show the number of the current record the total number of records in the current file REdit View Edit File A
242. the Ahead Station is 5 00 and the Back Station is 3 00 TPS1100 Appl Prog Ref Manual 2 2 0en Overlap Equations 0 00 1400 2 00 3 400 send Ecce 1 00 2400 3 00 etc In this Overlap Equation example the Ahead Station is 1 00 and the Back Station is 3 00 You may insert new Cross Section Assignments and delete and or edit existing Cross Section Assignments with Road File Editor Cross Section Assignments define which Cross Section controls the shape of the project at which station You may assign a Cross Section to any portion of an alignment by entering the starting and ending stations for which the Cross Section controls the shape of the project Abrupt and tapered transitions between Cross Sections are possible Abrupt Transitions Specify the ending station of the first Cross Section Then specify the beginning station of the second Cross Section the smallest possible station increment ahead typically 0 001 ft or m Road File Editor Cross Section Assignments continued Tapered Transitions Specify the ending station of the first Cross Section equal to the station at the beginning of the transition Then specify the beginning station of the second Cross Section equal to the station at the end of the transition The transition may change the width and or the shape i e superelevation of the project The Cross Sections at both ends of the transition must co
243. the last record in the file TPS1100 Appl Prog Ref Manual 2 2 0en 186 Road File Editor Insert Tangent continued file Press this key to import the elevation of a point in another Press this key combination to delete the currently displayed record in this file This is not available if the Header Record is displayed Press this key combination to display the first record in this file Press this key combination to display the last record in this file Press this key combination to search for a particular record in this file Go to Dialog Search SHIFT SHIFT SHIFT SHIFT Insert Circular Curve You will see this dialog if you selected Insert Circular Curve on the Insert Record dialog in a Vertical Alignment File A Circular Curve is a curve of constant radius in the alignment REdit View Edit File Am m 2 82 Station 0 000 m Ele Type Curve Radius 2 0 000 Elevation 0 000 m INS DONE lt REEL IMPOR surr MEN E CHE ET Station Input the Station or Chainage at the beginning of the element Ele Type Curve Radius Input the Radius of the Circular Curve Elevation The Elevation or Z ordinate at the beginning of the element TPS1100 Appl Prog Ref Manual 2 2 0en Road File Editor Insert Parabola You wi
244. the point from the beginning of the vertical curve One half of the rate of change of slope in the vertical curve The slope of the vertical alignment at the beginning of the vertical curve and The height above datum at the beginning of the vertical curve TPS1100 Appl Prog Ref Manual 2 2 0en 198 Road Data Files continued 3 Permitted elements in cross sections If both cuts and fills exist in your project you must define cut and fill cross sections for your project Offset from horizontal alignment Height difference from vertical alignment 3 A vertical alignment is required in order to use cross sections in ROAD 4 Permitted elements in cross section assignments Name The name or number of the cross section Station The station chainage at which the cross section is to be applied 5 Permitted elements in station equations Station equation sequence number Back Station The last station chainage leading up to the equation Ahead Station The first station chainage continuing away from the equation Creating Data Files There are two methods that can be used to create the necessary Road input data files The Windows application RoadEd and The TPS1100 Professional Series instrument program Road File Editor If the program called Road FILE EDITOR is loaded into the theodolite all necessary data can be entered through the keyboard of your TPS1100 Professional Se
245. the station Hz Ori Oriented direction East Standard deviation of Easting c North Standard deviation of Northing o Elev Standard deviation of the Elevation Hz Ori Standard deviation of the Orientation Calc Scale YES scale factor is calculated NO scale factor is not calculated Note that this parameter is displayed only if sufficient measurement were taken 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 Record the following results in the active measurement job WI 11 Station Point Number WI 25 Orientation correction WI 84 Station Easting WI 85 Station Northing WI 86 Station Elevation WI 87 Last reflector height used WI 88 Instrument Height Measure more points The program will recall the TARGET POINT dialog Show the results of individual measurements on the screen see dialog More Information e Compare the Free Station results to the station coordinates and orientation currently set in the instrument Select between the Robust method and the Least Squares method SHIFT Sketch of the station SHIFT and the reference points used SHIFT Exit the program TPS1100 Appl Prog Ref Manual 2 2 0en 5 Free Station Compare results The comparison function compares the station coordin
246. thing coordinate LCONT NENNEN WI 83 Elevation optional NEN ED e If Point Id has not been entered the F function is not executable i Call up the program 0 3 Enter point id of the intersection Stak point takeout assumes that the instrument is set and oriented to a known point East If Point Id has not been entered the Displays east coordinate d function is not executable North Displays north coordinate Exit the program Elev Enter point elevation optional TPS1100 Appl Prog Ref Manual 2 2 0en 060 Distance ffset 1100pr73 Search Difference in length abscissa Horiz Dist Lateral deviation ordinate Offset Base point coordinates E N Given Baseline Start Point 1 E N Baseline End Point 2 E N lateral point 3 E N Station coordinates and orientation need to have been set correctly before the coordinates of point 1 resp 2 and or point 3 can be determined by measurement Explanation of the polarity rule of Horiz Dist and Offset During entering the polarity is based on the straight line 1 gt 2 Offset Parallel displacement to the right Parallel displacement to the left Displacement from basis poin
247. tion magnetic bearing or azimuth point 2 E N radius Station coordinates and orientation need to have been set correctly before the coordinates of point 1 and or 2 can be determined by measurement Call up the function Bearing Distance from the menu INTERSECTIONS COGO Bearing From W Data Job FILE02 GSI A V Search for PointId E N PointId 58 ISEARC MEAS INPUT VIEW SHIFT ee ee eee eee i Search for the coordinates of the first point or circle centre point in the datajob O Measuring the first point or circle centre point Manual entering of the first point or circle centre point TPS1100 Appl Prog Ref Manual 2 2 0en 060 Bearing Distance Intersection continued Search and display the coordinates of the point found in the active data job SHIFT Exit the program If Bearing is selected in the configuration for Direc Type then the following dialog box appears 000 Bearing Distance 3 Direction from 15 point Quadrant 1 NorthEast 0 00 00 Offset 0 000 m CONT Quadrant Enter quadrant 1 Northeast 2 Southeast 3 Southwest 4 Northwest NorthEast Enter magnetic bearing If Azimuth is selected in the configuration during Direc Type th
248. tion Editor continued User Disp YES The same display mask as the one used in the system measurement dialog MEAS is used for measurements with Tie Distance NO The Tie Distance default display applies Log File Set to ON the program will record measurement data in the Log File according to the format described on chapter Log File Log FIName Enter the Log File Name Meas Job Selection of the measurement job for recording measurements Data Job Selection of the data job containing the fix point coordinates control data Store the current configuration and proceed to the dialog MEASURE MODE Set the values to default 4 Displays date and version of the running application Exit the program 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 TPS1100 Appl Prog Ref Manual 2 2 0en Distance 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
249. ual 2 2 0en Traverse Close traverse The program requires a closing point for comparison with the last traverse point measured The default point number is the starting point of the traverse cA Data Job FILEO2 GSI A V Search for PointId E N PointId 8 123 INPUT VIEW MEN Seach coordinates the Data Job p Enter coordinates using the standard input dialog Confirms the coordinates of the starting point Search and view coordinates in the database E i TPS1100 Appl Prog Ref Manual 2 2 0en Traverse No of Pts 3 Length 1676 367 m Hor Miscl 0 040 m Vert Miscl 0 262 m AEast 0 016 m ANorth 0 037 m ERE LS TORE 21 H Misc 90 19 52 Precisn 83569 V Precisn 6528 5 NENNEN No of Pts Number of traverse points Length Length of traverse Hor Miscl Horizontal misclosure Vert Miscl Vertical misclosure A East Misclosure in easting X A North Misclosure in northing Y Azi H Misc Azimuth of horizontal misclosure H Precisn Position precision traverse length horizontal misclosure V Precisn Vertical precision traverse length vertical misclosure Close traverse continued a The results of the traverse Examples are recorded in the M
250. umber indicates triangle the coordinates belong to Easting of the triangle vertex Northing of the triangle vertex Elevation of the triangle vertex The program cannot calculate the model from coordinate lists The coordinates must be sorted by triangles That is three coordinate blocks with the same triangle number must be found together in the file The vertices do not have to be sorted in any other way TPS1100 Appl Prog Ref Manual 2 2 0en 270 Monitoring Leica 681 Format continued Log File Example GSI file DTM Stakeout does not generate a logfile The following is a portion of a DTM file in the Leica GSI format The header and coordinates for the first four and last two triangle vertices are shown The file contains 44 triangles 41 000JOBID 42 DTMNTWRK 43 DTMCOORD 44 00001000 45 00001000 00000907 7 100001 8 0 21000000 82 10 50996000 83 10 00100000 OOO OO OMS T TRI00001 8 0421000000 82 10 50992500 83 10 00100000 00000014 7 TRI00001 8 0420998059 82 10 50992756 83 10 00100000 00000013 7 100002 8 0 21000000 82 10 50992500 83 10 00100000 00000907 7 TRI00002 8 0 21000000 82 10 50996000 83 10 00100000 00000012 7 100002 8 82 T 0 5099215 69830 10 00099500 00000014 7 TRI00003 8 0420998059 82 10 50992756 83 10 00100000 00000013 7 TRI00003 8 03721000000 82 10 50992500 83 10 00100000 00000002 7 100003 8 0 21002859 8
251. ument coordinates depending on settings Plane parameters standard deviation no of points used offset Coordinates of points measured on plane TPS1100 Appl Prog Ref Manual 2 2 0en TPS1100 Prog Reference Plane V 2 00 Instrument TCRA1102plus Serial 618268 Meas File MYFILEO1 GSI Progam Start 12 11 2000 at 15 15 Define Local Plane Point Id Y Coord Z Coord m Dd m Status Station coord 2 1 936 3 142 1 936 100 0 000 0 001 0 000 0 001 101 3 458 0 002 3 458 0 002 ON 102 3 310 0 002 3 310 0 002 ON 103 2 222 0 263 2 222 0 263 OFF 104 0 644 0 001 0 644 0 001 No of Pts 4 50 0 000 Offset m 0 000 Offset Pt Points Measured Point Id Y Coord Z Coord m 201 0 727 0 000 0 404 202 1 835 0 004 1 095 0 004 203 0 028 0 065 2 089 0 065 204 2 175 0 290 0 170 0 290 205 2 519 0 000 0 908 Typical logfile entries in the Reference Plane program TM Stakeout Introduction This manual describes the DTM Stakeout program for the TPS1100 Professional series instruments The program is used to compare measured elevations to a stored Digital Terrain Model After measurement the CUT or FILL value between existing ground and the DTM is displayed DTM Stakeout can be used to stake out points where the DTM represents the surface to be staked It can also be used to c
252. ut data For more information refer to chapter Plot Exit the program SHIFT SHIFT 51100 Appl Prog Ref Manual 2 2 0en Stakeout Orthogonal Stakeout 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 1100 11 Values for ACross and ALength will be updated each time a new distance is measured e Point Id 12 Refl Ht 1 65 m ACross 1 1 430 m ALength D 1 550 m AHeight FILL 0 982 m Elevation 0 750 m L ALL DIST REC CONT POSIT SHIFT MEN QUIT Point Point Id of the point be staked Refl Ht Reflector height used at target point A Cross Transversal displacement of the reflector Positive in sign if point is right A Length Longitudinal displacement of the reflector Positive in sign if stakeout point is further away from station A Height Difference in height between measured reflector point and the stakeout point Positive in sign if stakeout point is higher than
253. v Elev 3 0 0047 S Dev Orient 2 0 00 49 2 point s measured Point no A Hz A Height A Distance Error Flag 1 500 0 00 55 0 0047m 0 0001m NONE 2 501 0 00 18 0 0047m 0 0002m NONE Typical log file entry in the Resection program TPS1100 Appl Prog Ref Manual 2 2 0en Resection Tie Distance Distance Introduction This manual describes the Tie Distance program of the TPS 1100 Professional series The program calculates the length 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 data job Measured points and points retrieved from the selected data job can be used together in the calculations if the station coordinates and orientation are set correctly Polygonal Mode In Polygonal Mode the program will calculate the distance between the last two points measured eg Pt3 Pt4 Radial Mode 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 Tie Dist 1 2 Tie Dist 2 3 Tie Dist 3 4 1100pr04 Tie Dist 1 2 1100pr05 Toggling between Polygonal and Radial Mode at any time while working is possible TPS1100 Appl Prog Ref Manual 2 2 0en Tie Distance Measure M

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