TPS1100 Professional Series
Contents
1. gt Enter Azimuth Horiz Dist Gril o d d SELEN Coarse Mode y ig gt Display depends on mode Ss MEG To quit the Program at any time Configuration can only be accessed in this first dialog SEDC Select Method CAS E Select Coarse Mode none line ortho azi amp dist Stake mode Polar Ortho Aux Grid Auto Pos OFF 2D 3D Ht Offset m Graphics no to stat from stat to north Symbols From Sta To Sta LE a a a 44 Stake Stake Mode am e gt Display depends on mode REC sa si oe PLOT ELCA Select Method iw E Select Coarse Mode none line ortho azi amp dist Stake mode Polar Ortho Aux Grid Auto Pos OFF 2D 3D Ht Offset m Graphics no to stat from stat to north Symbols From Sta To Sta E ES ee ESS eee SHIFT e POLAR ORTHO AUX GRID CURIE To quit the Program at any time 45 Remote Height i Introduction Remote Height is used to determine the elevation of inaccessible points e g on cables or building facades First the distance to a base point situated vertically below or above the remote height point must be measured Then aim to the remote height point Basic Procedure 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 Known Distance to the base point Hz and2. RESEC Target Point C Point Id i 1001 Ref1 Ht f 1 60 m A Enter Point Id and reflector height at the first target point j ea To search and import point coordinates form data job 18 C Point Id 1001 Hz g 363 5754 g v 5 99 5647 g Ref1 Ht z 1 60 m Slope Dist m Aia To measure and record first target point see chapter for Measurement options RESEC Target Point W E Point Id 1002 Ref1 Ht 1 60 m LN Enter Point Id and reflector height at the 2nd target point a To search and import point coordinates from data E 2 Point Id 1002 Hz 5 175 5768 g To measure and record 2nd target point and to display the resection results RESEC Results L SQRS Came Station Id ST1 No of Pts 2 i Inst Ht 1 65 m East 2 5003 542 m North 8 2356 703 m Elevation 453 344 m gt SET STORE Of COMP To record the resection results To set station coordinates and orientation and close the program Advanced Feature The comparison function compares the station coordinates and the orientation calculated by the program to the station coordinates and Compare Results the orientation currently set in the instrument Call the comparison function from the results dialog el Station Id Aori 0 00 ou AEast E 0 002 ANorth 3 0 012 AHt 0 034 Fix East 5003 542 E Results L SQRS a RESEC Compare Results m B
3. QUIT Configuration can only be accessed in this first dialog To quit the Program at any time 78 Leica Geosystems AG Heerbrugg Switzerland has been certified as being equipped with a quality system which meets the International Standards of Quality Management and Quality Systems ISO standard 9001 and Environmental Management Systems ISO standard 14001 TO M ISO 9001 1SO 14001 Total Quality Management Our commitment to total customer satisfaction Ask your local Leica agent for more information about our TQM program 79 710513en 1 0 0 Printed in Switzerland Copyright Leica Geosystems AG Heerbrugg Switzerland 1998 Original text eca Leica Geosystems AG Geodesy CH 9435 Heerbrugg Switzerland Phone 41 71 727 31 31 Fax 41 71 727 46 73 www leica com
4. K a a A The Delta values are the results of a substraction e g AEast Calc East Fix East U To return to the results dialog Configuration Call the configuration in the first application dialog RESEC Station Data LA joj f RESEC Configuration y 7 Hz Ori Acc 0 0100 of SHIFT eye e Hz Ori Acce A A priori standard deviation of the orientation standard deviation A priori standard deviation of the orientation the orientation CAJE Acc TP A priori standard deviation of the elevation of the target points Posn AccTP A priori standard deviation of the position East and North coordinates of the target points Ee If the computed a posteriori standard deviations are within twice the values entered for the a priori standard deviations the computed station coordinates and orientation will be accepted User Disp Use the display mask defined by the user Two Faces Single or two face measurement Log File Creation of a logfile Log FIName_ User definable name for the logfile Data Job Selection of the job containing the fix point coordinates Selection of the job for recording measurements j Program Flow Resec Station Data A Bl gt Enter Point Id and Inst Ht o E E A E i Resec Target Point y Bl gt Enter 1st Point Id and Refl Ht E7 i ae Resec Measure W gt Measure 1st Point DIST REC CO
5. Application programs Field Manual 7 English Version 1 0 MADE TO MEASURE The quick way to start with the TPS1100 Programs AW For additional details on single TPS1100 application program functions refer to the Applications Reference Manual on the CD To use the equipment in the permitted manner please refer to the detailed safety instructions in the User Manual 1998 Leica Geosystems AG Heerbrugg All rights reserved How to use this manual 4 General functions 6 Orientation and Height Transfer 8 Resection 16 Tie Distance 24 Stakeout 30 Remote Height 46 Free Station 51 Reference Line 62 Hidden Point Orient Resection Tie Remote Free Reference Hidden Height T Distance Height Station Line Point How to use this manual This manual gives step by step instructions for the basic uses of the TPS1100 field programs and explains some advanced program features It shall be used together with a TPS1100 instrument or the TPS1100 PC simulation The proposed sequence of operations will guide you from the start to the end of a program Example Start Free Station from the program menu Cag 6 The title bar fqirresT Station Data Ly allows you to Station Id check if you are in a Inst Ht 1 65 m the right dialog Sequence of Enter the station Id and the instrument height operation to be done FreST Target Point y ig Point Id Refl Ht 2 Ta m Functions pointed to with a f
6. Enter the point Id of the remote point and aim to the remote point The angles and the coordinates of the remote point are updated dynamically Egy To record the measurements to the remote point Note that coordinates are recorded only if defined in the active REC SHIFT e mask REE To quit the program Configuration Hz Pos Tol Call the configuration in the first application dialog SHIFT REMHT M B P 5 guy fe eas Base Pt Cz 2 REMHT Configuration Jae User Disp w jE Remote Point User Disp Use the display mask defined by user Hz Pos Tol Tolerance for vertical alignement enter the maximal horizontal distance to be tolerated between the base point position and the remote point position t A warning is displayed if the tolerance is exceeded Rec AHt To store the AHeight Difference between REC in W137 base point and remote point as record WI37 a Meas Job Selection of the job for recording i measurements o 1100pr16 Data Job Selection of the job containing the fix point coordinates Remote 49 Height Program Flow 30 gt Measure Base Point E a a A SHIFT Configuration can only be CONF accessed in this first dialog gt Measure Remote Point Ei To record measurements to the remote point Depending on CONF settings Record additional measurement block with AHt Diff
7. Coordinates NOT available in Data Job VIEW INPUT This dialog allows you to Import the coordinates of a point from a data job or e Enter the coordinates of a point manually A B Data Job control gsi V E Search for Point Id E N Point Id 100 ISEARC INPUT a LV TEW E First enter the point Id Modify the data job selection if necessary To import coordinates from data job and go to the next step without showing the point coordinates To import coordinates from data job and go to the next step after showing the point coordinates To enter coordinates manually To measure and record point coordinates Not available in every program Orientation and Height Transfer i Introduction This program can be used for the following purposes To determine the orientation at the instrument station To determine the station elevation To determine simultaneously the orientation and the station elevation The orientation and the station elevation are calculated from measurements to as many as ten known points Orientation and Height Transfer is often used when more than one known point is available around the station Measurements to additional known points allow a reliability control of the calculated orientation and station elevation Basic procedure E Before starting Orientation and Height Transfer the station must first be set using one of the following system functions or programs Stati
8. 2 target points or directions only to 3 target points E Points with elevation only can be used in Free Station Start Free Station from the program menu KROG MAIN MENU PROGRAMS iw FreST Station data iw B Station Id 1001 Inst Ht z 1 65 m Sy Enter the station Id and the instrument height Frest Target Point iw Point Id 1001 Refl Ht 1 60 m _ To define a list of the target points and the measurement sequence l Enter Point Id and reflector height at the first target point To search and import point coordinates from data job Free 53 Station N a lt 2 54 Point Id 1001 Hz 363 5754 gi v 5 99 5647 g Ref1 Ht 1 60 m Slope Dist m gt PALL DIST REC CONT f To measures and record first target point See chapter Measurement options FreSt Target Point AS Point Id 1002 Refl Ht 5 1 60 m Enter Point Id and reflector height at the 2nd target point To search and import point coordinates from data job C E Point Id 1002 Hz E 175 5768 g To measure and record 2nd target point Repeat sequence for the next target points Note from the third point on motorized instruments will drive automatically to the target 9 To calculate the station coordinates and the orientation You may calculate after having measured at least e Distance and angles to 2 target points or Angles to 3 target
9. Call the result analysis for individual measurements from the results dialog FreSt Results L SQRS IW e Ei reSt More Information EF B Point Id 3 i Pt Status ON v Error flag NONE AHz 0 00 03 ADist 0 044 m To delete the measurements to the displayed point To measure additional target points To display the results of the next point Define the point status ON OFF Measurements used not used in calculation Ignore Elev Elevation not used in calculation To recalculate with the new settings To go back to the result dialogs without changes Configuration SHIFT Call the configuration in the first application dialog FreSt Station Data C jo FreSt Configuration y Hz Ori Acc 0 0100 JP Hz Ori Acc A priori standard deviation of the orientation Ht Acc TP A priori standard deviation of the elevation of the target points Posn AccTP A priori standard deviation of the position East and North coordinates of the target points Ee If the computed a posteriori standard deviations are within twice the values entered for the a priori standard deviations the computed station coordinates and orientation will be accepted User Disp Use the display mask defined by the user Single or two face measurement Log File Creation of a logfile Log FIName_ Log FIName_ User definable name for the logfile Data Job S
10. Ref Line Configuration Line a ON 2nd Base Pt Offset 1st Base Pt 1100pr21 Dialog for the definition of a rotated Reference line REFLN Define Reference Line a N 66 1st BasePt 2nd BasePt Offset 5 000 m Line 1 500 m Angle a 15 00 00 B CL A E E Enter the Line offset to define the starting point of the reference line 1st Ref Point Enter the rotation angle a REFLN Ref Line Results on Point Id AOffset 1 a m ALine 2 463 m AHt 0 235 m Elevation 100 500 m B gt DIST REC CONT P To measure a distance and trigger the calculation of the setting out elements in relation to the new reference line and it s starting point For the configuration Ref Elev 1st Base Point the reference Advanced Feature elevation for the calculation of AHeight values is the elevation of Constant reference the 1st base point elevation You can modify the reference elevation by specifiying a height offset Ht Offset in the dialog for the definition of the reference line Tm E FE BasePt 2nd BasePt 3 ql Offset 0 000 m Line 0 000 m Angle a z 0 00 00 Ht 0ffset 1 500 m Configuration Ref Elev 1st Base Point 5 Ht Offset ON g a bite Setting out element Ref Elevation AHt along the vertical in 4 AHt relation to the 5 Reference elevation 1st Base Pt S R
11. WI 37 Z To quit the Program at any time Weasel Istorel I o Co p Introduction Free Station Free station is used for a station setup on an unknown point The station coordinates and the Hz circle orientation at the station are calculated from measurements for up to ten known points A combination of directions and distances or of directions only may be measured to the target points If bad target points are found in the Free Station results they can be suppressed or remeasured The Free Station can be immediately recalculated Free Station is mostly used when more than two known points are available around the station Measurements to additional known points allow a reliability control of the calculated station coordinates and orientation In building and construction sites Free Station can be used where the establishment of a permanent station is not practical or where a marker is likely to be destroyed For Stake out data collection or cadastral survey Free Station allows you to choose the instrument location with the best view of the working area Free 51 Station Basic procedure 1100pri7 Orientation Station 3rd target 1st target 2nd target 52 Known Target point coordinates East North Elevation optional Unknown Station coordinates Stn East Stn North Stn Elev optional Orientation Measure at least Distance and directions to
12. calculated in relation to the defined reference line In Building and Construction Reference Line is the specialised program to set out building foundations batter staking It may also be used for simple alignement types such as water and sewer line layout or straight roadlines and bridges It is very convenient for orthogonal set out thanks to various offset possibilities and because the point coordinates do not need to be precalculated Only the coordinates of the start and end points of the reference line are needed Basic procedure Before starting Reference Line The station must be set up and oriented A baseline shall be defined in the first step It can be used as a reference line or serve as a base for the definition of an offset or rotated reference line In the picture the reference line is defined by a parallel offset to the right of the baseline N 2nd Base Pt A ee A 1st Base 2nd BasePt Parallel Offset between Reference line and Baseline Unknown AOffset ALine Position of point to set out on the reference line 1100pr18 Offset Line of sight to the baseline points is not needed They can be imported from a data file Reference 63 Line 64 Start Reference Line from the program menu Eee MAIN MENU PROGRAMS An ell REFLN Define Baseline y 1st Point of Baseline Define Reference Line H 4 H i 4 H f j L Enter t
13. relation to the baseline defined by the instrument station and the measured point m E aa Id Refl Ht eau ACross Hd 1 430 m ALength v 1 550 m AHeight FILL 0 982 m Elevation 0 750 m A ALL DIST REC CONT n POSIT O To measure a distance and calculate the stakeout elements ACross and ALength AHeight is the height difference between the measured point and the point to be staked It is displayed in 3D stakeout mode only Repeat procedure until required positioning accuracy is achieved Yami To measure and record stakeout point Continues to the Search Point dialog for the entry of to the next point to be staked Stake Mode Auxiliary Point 1100pr12 In this mode the stakeout elements for points that can not be sighted directly are caculated from measurements to two auxiliary points ISTAKE Auxiliary points ae Point Id Refl Ht Dist 1 Hz angle 2 Dist 2 gt DIST C GSA Hz angle 1 B The auxiliary point to be measured is marked with an asterisk To measure a distance to the first auxiliary point and calculate the stakeout elements Hz angle 1 and Dist 1 The asterisks switches to the second auxiliary point to be measured To measure a distance to the second auxiliary point and calculate the stakeout elements Hz angle 2 and Dist 2 To stake out the next point Continues to the dialog for the e
14. the next stakeout 31 Coarse Stakeout Mode Azimuth and Distance 1100pr07 STAKE The stakeout elements azimuth and distance are calculated from 32 the instrument station to the point to be staked STAKE Azimuth and Distance W Point Id 12 Azimuth 30 03 23 M Hz B 15 43 02 Slope Dist 35 60 m Horiz Dist 34 97 m AHeight 0 75 m A EAr a a A a Turn the instrument until Hz and Azimuth values get closer AHeight is the height difference from the station to the point to be staked To continue to the main stakeout dialog Motorized instruments drive automatically to the direction of the point to be staked Main stakeout dialog Mode Polar Stakeout 1100pr08 The stakeout elements are calculated in relation to the baseline defined by the instrument station and the measured point ISTAKE Polar Stake Out y Point Id Refl Ht 1 65 mi AHz Hed 16 03 23 ADist V 1 23 m AHeight FILL 0 15 m Elevation 159 90 m gt ALL DIST REC CONT POSIT yim TO measure a distance and calculate the stakeout elements AHz ADist and AHeight a is the height difference between the measured point and the point to be staked It is displayed in 3D stakeout mode only Repeat procedure unti thel required positioning accuracy is achieved Yam To measure and record the stakeout point Continues to the Sea
15. 1 a a 1100pr28 Ao Ay Start Hidden Point from the program menu 74 Fags MAIN MENU PROGRAMS CAB o HDNPT Measure Reflector 1 cam I Point Id Point Code 2 i Hz 5 289 3570 g v 64 5875 g Horiz Dist 2 616 m Ht Diff 1 315 m PAN PALL DIST REC CONT Enter Point Id at first reflector Hold rod stationary at any angle with tip on the hidden point Measure the reflectors in the illustrated sequence To measure and record in the active Measure Job See chapter Measurement options Repeat for second and optional third reflectors Motorized instruments may automatically drive to the third reflector Once all reflectors have been measured the program will display the results of the hidden point calculation Using 3 reflectors the mean values of the hidden point are displayed Results a a o Point Id 9 Hz 120 8865 gi v B 63 6419 g Slope Dist 3 020 m Ht Diff 1 632 m East 5 102 406 m A Enter Point Id of hidden point To record hidden point data To measure to a new hidden point SHIFT KA e MS To quit the Hidden Point program Configuration SHIFT e Call the configuration in the first application dialog Measure Refl 1 C HDNPT Configuration LAR l User Disp Use the display mask defined by the user Meas Tol Limit for
16. Height and leave program Orientation correction WI 25 Station coordinates WI 84 86 Last used reflector Ht WI 87 Instrument Height WI 88 ZH Station Point Number WI 11 S HT KESU Option for adjustment with Least Square or robust methods EGE To quit the Program at any time 15 P 16 Resection Resection is used for station setup on an unknown point The station coordinates and the Hz circle orientation at the station are calculated from measurements to two known points In building and construction sites resection can be used where the establishment of a permanent station is not practical or where a marker is likely to be destroyed For Stake out data collection or cadastral survey resection allows you to choose the instrument location with the best view of the working area Introduction Basic procedure Known 1st and 2nd target points East North Elevation optional Dis to Orientation Unknown Station coordinates Stn East Stn North Stn Elev optional Orientation 2nd target 1st target 1100pr03 Check the geometry of the target points in relation to the station point Avoid very small or very large angles at the station Start resection Start Resection from the program menu PROG MAIN MENU PROGRAMS D ej RESEC Station Data ae Point Id ST1 Inst Ht F 1 65 m lt Enter the station Id and the instrument height
17. NT dI Resec Target Point CAS gB gt Enter 2nd Point Id and Refl Ht SHIFT e B74 E ee Configuration can only be accessed in this first dialog 22 P Resec Measure y gt Measure 2st Point DIST REC CONT Resec Results L SQRS y gt East North Elevation Orientation SET I L STORE lnn LICONPI To set Station and leave program Resection SHIFT Station Point Number WI 11 Orientation correction WI 25 Station coordinates WI 84 86 Last used reflector Ht WI 87 Instrument Height WI 88 To quit the Program at any time 23 z F 24 Tie Distance Introduction Tie Distance is used to calculate the distance and the azimuth of a segment defined by two points The polygon points can be directly measured imported from coordinate data job or entered manually Two modes are available for calculating tie distances Polygon and Radial see illustrations below Before starting Tie Distance The station must be set up and oriented Polygon Mode Known or Measured Polygon Points 1 2 3 4 Az 3 4 Unknown Tie Distance and Azimuth Az between Pt 1 Pt 2 Pt 2 Pt 3 Tie Dist 1 2 Tie Dist 2 3 Tie Dist 3 4 1100pr04 Radial Mode Known or Measured Central Point 1 Radial Point 2 3 4 Unknown Tie Distance and Azimuth Az from the central point to the radial po
18. Point LAB oO l Ori Configuration AS ig Hz Ori Acc 0 0100 of SHIFT eta e Hz Ori Acc A priori standard deviation of the orientation Ht Acc TP A priori standard deviation of the elevation of the target points Posn AccTP A priori standard deviation of the position East and North coordinates of the target points E If the computed a posteriori standard deviations are within twice the values entered for the a priori standard deviations the computed station coordinates and orientation will be accepted User Disp Use the display mask defined by the user Single or two face measurement Log File Creation of a logfile Log FIName User definable name for the logfile Data Job Selection of the job containing the fix point coordinates Meas Job Selection of the job for recording measurements Orient Height T Program Flow gt Enter Point Id of Target Point IUSEARC LIST VIEW CALC CONF Ori Target Point Came ALL bist Rec cor p SHIFT e Configuration can only be accessed in this first dialog available after 1 Point measured 14 Ori Results L SQRS me gt East North Elevation Orientation s oRI S HT STORE meas MORE L D ROBST PLOT P gt SHIFT More Information amg ee a ES A a Orient Height T SHIFT e SM To set Orientation and or
19. V to the remote point 8 5 Before starting Remote Height 2 The station must be set up and oriented T pees Unknown Slope Dist Coordinates of remote point Elevation East North Base Point Measure Base Point PROG N In practice it is not possible to maintain an exact vertical alignement of base point and remote point Depending on the needed accuracy you can set the maximal displacement of the remote point to be tolerated see chapter Configuration Start Remote Height from the program menu MAIN MENU PROGRAMS T je REMHT Meas Base Pt W Point Id 102 Hz 123 32 23 M Vv 10 34 20 Refl Ht 1 60 m Slope Dist m Elev Diff jg m PAN PALL DIST REC REMOT Enter point Id and reflector height at the base point To measure and record the base point See chapter Measurement options Continues to the next dialog for remote point measurements Remote 47 Height Measure Remote Point Remote Point i AHt Diff Base Point 1100pr15 AHt Diff Height Difference between base and remote point Dialog for remote point measurement 48 REMHT Meas Remote Pt AB Point Id 103 Hz 123 32 23 v 10 34 20 Slope Dist m AHt Diff m East 45300 654 m g gt To define a new base point C
20. arch Point dialog the main stakout dialog will be accessed directly z Coarse Mode Line Offset 1100pr09 The stakeout elements are calculated in relation to the baseline defined by the two last points staked out E E 36 ie ee Id Azimuth Segue Hz 15 43 02 Line 1 550 m Offset 1 430 m AHeight 0 982 m B AV es es Line and Offset values are displayed after two points have been staked out AHeight is the height difference from the last point staked To continue to the main stakeout dialog Motorized instruments drive automatically to the direction of the point to be staked The stakeout elements are calculated in relation to the baseline Orth Coarse Mode Orthogoria defined by the instrument station and the last point staked out C E Point Id 12 Azimuth 30 03 23 M Hz B 15 43 02 ALength 1 550 m ACross 1 430 m AHeight 0 982 m LON a E ALength and ACross values are displayed after the first point have been staked out AHeight is the height difference from the last point staked 1100pr10 To continue to the main stakeout dialog Motorized instruments drive automatically to the direction of the point to be staked 37 Advanced Feature Main stakeout mode Stake Mode Orthogonal Stake 1100pr11 38 The stakeout elements are calculated in
21. aseline iy B gt Enter or Measure 2nd Base Point Q SEARC MEAS INPUT VIEw L REFLN Define Reference Line Cam L CONT OP NEW L EL Cua Line Results m p ALL DIsT REC CONT a N SHIFT e SHIFT e QUIT Configuration can only be accessed in this first dialog To quit the Program at any time 71 Hidden Point Introduction 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 reflectors mounted on the rod with a known spacing and a known rod length 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 measurements can also be recorded Typical uses are Measurement of inverts building corner details of measurement of points behind overhangs Basic procedure i m Before starting Hidden Point The station must be set up and oriented Known Hidden Point Rod Parameters Rod Length Spacing between center of reflectors Unknown Coordinates of Hidden Point E N H of Hidden Point 1100pr26 E Set rod parameters in CONFIGURATION Measurement sequence Refl 1 Refl 3 Refl 2 1100pr27 Refl 2 Refl 3 Refl
22. coordinates Depending on the active stakeout mode the corresponding stakeout elements of the measured point Stakeout are calculated in relation to the point to be staked elements Changing to a different stakeout mode is possible at anytime Coarse stakeout 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 point Point to The points to be staked can be defined in two ways be staked e The coordinates of the point are known In this case the points m may be in data or entered manually within the stakeout program lt The azimuth and horizontal distance to the point are known Basic procedure Before starting Stakeout The station must be set up and oriented Stakeout point PROG N com T Start Stakeout from the program menu MAIN MENU PROGRAMS y STAKE Search Point W B Define Stakeout point Data Job POINTS GSI M Search for Point Id Point Id 12 SEARC MSTAK INPUT VIEW Enter the point Id of the point to be staked To search and import point from the data Continues to the next stakeout dialog To enter a point given the azimuth and the distance e Manually enter the azimuth and the Horiz Dist from the station to the point to be staked e Confirming the entry with Ss dialog LLAS continues to
23. eference 67 Line Haj For the configuration Ref Elev Baseline the reference elevation 68 Advanced Height Offset for the calculation of AHt values is the elevation of the baseline at Interpolated reference the reflector position elevation You can modify the reference elevation by specifiying a height offset Ht Offset in the dialog for the definition of the reference line A Perp Ht AHt Elevation Ref Elevation Ht Offset 1st Base Point 2nd Base Point 1100pr23 Configuration Ref Elev Reference Line Ht Offset ON Setting out elements AHt Along vertical APerp Dist Perpendicular to the Ref line ASpat Dist Line offset along the Ref line Results dialog with setting out elements REFLN Ref Line Results pw Point Id 3 AOffset 1 230 m gt ALine 2 463 m Att 0 235 m APerp Dist 100 500 m ASpat Dist PALL DIST REC CONT o Configuration SHIFT Pa Line a 2 8 2nd Base Pt Line Offset 1st Base Pt 1100pr24 Call the configuration in the first application dialog C E U Parameters for the definition of the Reference line To define a parallel offset of the Reference Line in relation to the Baseline Line a To define a line offset for the starting point of the Reference Line and an angle between Reference Line and Baseline To define a height offse
24. election of the job containing the fix point coordinates Meas Job Selection of the job for recording measurements Free 59 Station Program Flow ASMAA Ap gt Enter Station Id and Inst Ht o a a a E Target Point iw gt gt Enter Point Id IUSEARC LIST VIEW CALC gt Enter Measure Points a a SHIFT e 60 Configuration can only be accessed in this first dialog To start calculations Available after 3 Points have been measured Frest Results L SQRS uw gt East North Elevation Orientation SET ser o amana OS J ROBST PLOT SHIFT RE e STORE FreSt More Information EF gt Results analysis Additional measurem WRECLC lt gt MEAS DEL SHIFT Kg e To set the Station and leave the program Option for adjustment with Least Square or robust methods Station Point Number WI 11 Orientation correction WI 25 Station coordinates WI 84 86 Last used reflector Ht WI 87 Instrument Height WI 88 To quit the Program at any time Free 61 Station P 62 Reference Line P This program is used to set out points along a reference line with Introduction various offset left and right of the line The reference line can be shifted with parallel offsets or even rotated to match predefined setting out instructions The orthogonal setting out elements of the target points are
25. ext polygon point 27 Configuration SHIFT e CONT Call the configuration in the first application dialog Cam TieD Configuration A Two Faces NO J User Disp Use the display mask defined by the user Two Faces Single or two face measurement Log File Creation of a logfile Log FIName_ User definable name for the logfile Selection of the job for recording measurements Data Job Selection of the job containing the fix point coordinates To quit the configuration 28 Program Flow 2 ae To quit the Program at any time EON First Point Came gt Measure first center Point DIST T CONT IMPOR I Pula iT Configuration can only be accessed in this first dialog CONF VIEW EEN Next Point w g gt Measure next Point F A a A TE I VIEW Ea Change to Radial Mode Last used Mode active Switch with F5 Camjg PALPO gt Center Point Radial Point NEXT RESET STORE __ POLY __ TieD Polygon Mode Results Cam gt 1st Point 2nd Point NEXT _ STORE RAD _s Sd SE Change to Polygon Mode Signa To store the results WI11 25 35 37 39 79 Tie 29 Distance Stakeout fim Stakeout is used to place marks in the field at predetermined Introduction points Measured Different stakeout modes are available polar orthogonal auxiliary Point points or grid
26. he first point of the baseline Ko 2nd Base Pt S ea To search and import point from data job Repeat sequence for second point of baseline And define the reference line parameters amp REFLN Define Reference Lineiw B 1 2 il 0 000 m 1st BasePt 2nd BasePt Offset F gt direction of the baseline in Gets tothe right orthe i a ss baseline Offset to the left of the To define new baseline baseline Offset 0 Reference line Baseline Offset 0 Reference line parallel to Baseline Setting Out elements 1st Ref Point Measured Point 1100pr20 AOffset AOffset ALine ALine Perpendicular offset To the right of the reference line Line offset from the 1st Ref Point In the line direction CONT RefLn Reference Line Results im Point Id AOffset Taai ALine 2 463 m AHt 0 235 m Elevation 100 500 m g DIST CONT a L Enter Point Id to be set out GOSI To measure a distance and trigger the calculation of the setting out elements AOffset ALine and AHt Height Offset in relation to the reference Elevation Elevation of the 1st Base Point Elevation Elevation of the measured point ME To measure and record setting out point Returns to the dialog for the definition of the reference line SENE eui To quit the Reference Line program Reference 65 Line Advanced Feature Rotated
27. inger are optional To define a list of the target points and ke measurement sequence Symbols used in the sequence of operation I d Q O a OB Ye Other Symbols Structure of the Field Manual 1 Introduction 2 Basic Procedure 3 Advanced Feature 4 Configuration 5 Program Flow Press the fixed key PROG User input is necessary Press the function key F1 to activate the function ALL Repeat operation Important information and tips Each program is constructed with the same chapter structure Each chapter answers questions What does the program do What are its typical uses How do start the program How do use it Which special functions can use to optimize my field work How can configure the program to my needs How can navigate through the program Where can find a specific function 6 General functions This chapter explains common functions that are used in almost all programs see also Quick Start Measurement options C B Att bist rec ALL key ME To measure a distance and record measurement data according to the active REC mask DIST and REC combination To measure and display a distance To record displayed distance and angles according to the active REC mask CONT To accept displayed distance and angles and continue to the next dialog without recording Search Point Dialog Coordinates available in Data Job
28. ints 2 3 4 Tie Dist 1 3 Tig Dist 1 4 Tie Dist 1 2 1100pr05 Start Tie Distance from the program menu Basic procedure PROG Ci g e First two points 4 9 Point Id 100 Refl Ht 1 65 mi l The procedure for the first tie distance is the same for both the polygon and radial modes ie PIRC 25 26 Sy Enter point Id and reflector height of the first point A To measure and record the first point see chapter for Measurement options Or Pee To import point coordinates from a data file O Repeat sequence for the second point This completes the first tie distance and displays the corresponding results dialog Results in Polygon Mode an ee Point 2nd Point a Horiz Dist 25 453 m Azimuth 5 15 34 21 AHt 0 987 m Slope Dist 25 472 m TAN NEXT STORE f l RAD K Q To switch between polygon STORE and radial modes To record Tie Distance results aea To measure or import the next polygon point Results in Radial Mode Center Pt Radial Pt i Horiz Dist 25 453 Azimuth 15 34 21 AHt 0 987 Slope Dist 25 472 EGN Radial Mode a B gt NEXT RESET BS POLY K B To define a new center To switch between polygon point and radial modes ati To record Tie Distance results NEXT Tie PIREU To measure or import the n
29. nted to the South This mode is recommended for stakeout in RCS mode and in the grid coordinates mode 41 Illustration of the stakeout dialog in the polar stake mode after 42 Graphic mode from Station A having measured a distance Stake mode Polar Stake STAKE Polar Stakeout CaF 12 hr 0 000 m a AHz 16 03 23 x AD 1 230 m e gt FILL 0 150 Elev 159 900 a aa fast aee eo pe POSIT Symbols A Instrument station x Reflector position Point to be staked The scale gives an indication of the distance between the reflector position and the point to be staked The graphics is updated dynamically when turning the instrument towards the point to be staked Configuration SHIFT Call the configuration in the first application dialog CONF ISTAKE Search Point STAKE Configuration m 3D Stake aa 3 dimensional stakeout ts The height elements are displayed only if an elevation is available for the point to be staked Log File Creation of a logfile Log FIName User definable name for the logfile Data Job Selection of the job containing the fix point coordinates Selection of the job for recording measurements TEE To exit the configuration dialog 43 Program Flow SEIFT e TETEN Search Point y gt Enter Point Id IUSEARCIMSTAKJINPUT VIEW D SHIFT CONF f SETEN Manual Entry T e
30. ntry of the stakeout point 39 The displacements along the grid coordinates axes are calculated 40 from the measured point to the point to be staked ISTAKE Grid Coordinates a ig Stake Mode Grid Coordinates Point Id Refl Ht 1 i mi AEast 3 1 430 m ANorth 8 1 550 m AHeight FILL 0 982 m Elevation 0 750 m DIST CONT __ POSIT yim TO measure a distance and calculate the stakeout elements AEast ANorth and AHeight N 1100pr13 AHeight is the height difference between the measured point and the point to be staked It is displayed in 3D stakeout mode only Repeat the procedure until the required positioning accuracy is achieved AN To measure and record the stakeout point Continues to the Search Point dialog for the entry of to the next point to be staked Advanced Feature Graphic mode The following modes are available for displaying stakeout graphics in the stakeout dialog To Station No graphics are displayed 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 The graphics are oriented from the current reflector position to the station This mode is recommended for stakeout 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 The graphics are orie
31. on Setup e Resection or e Free Station 1 Orientation only Known Target points coordinates East North Unknown 1st target Orientation E N Measure at least Directions to 1 target point a Orientation 2 Orientation and Height 2nd target Transfer E N H Known Target points coordinates East North Elevation Unknown Orientation Station Elevation Measure at least Distance and directions to 1 target point 1100pr02 Points with elevation only can be used for the determination of the station elevation Orient Height T PROG gy Jog Start Orientation from the program menu 10 be came ORI EET Point iw Point Id _ 1001 Refl Ht 1 60 m SA S E E E To define a list of the target points and the measurement sequence Enter Point Id and reflector height at the first target point To search and import point coordinates from data job C JE mi Id 1001 Hz 3 363 5754 ol To measure and record first target point See chapter Measurement options Repeat sequence Target point entry and Measurement for your next target points Motorized instruments will drive automatically to the target point CALC Results Orient Height T To calculate the orientation and the station elevation The results dialog displays e the current station coordinates e the oriented horizontal direc
32. points Free 55 Station Free Station results STORE SET as 56 The results dialog displays e the station coordinates e the oriented direction Hz Ori e the a posteriori standard deviations of the station coordinates and orientation e the local scale factor Frest GO ae aS a El Station Id ST1 No of Pts 3 i Inst Ht 1 65 m East 5003 542 m North g 2356 703 m Elevation 453 344 m SET STORE MEAS MORE COMP To record the free station results To set station coordinates and orientation and close the program To measure additional target points Returns to the Target Point dialog Advanced Feature 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 Call the comparison function from the results dialog a ea cam Station Id Aori a AEast 3 0 002 m ANorth 0 012 m AHt 0 034 m Fix East 5003 542 m 4s K a a A a The Delta values are the results of a substraction e g AEast Calc East Fix East Ue To return to the results dialog Free 57 Station Advanced Features Result analysis Error Flag Possible values Measurement R amp tizontal angle error DIST Distance error HT Height difference error RECLC ESC e 58
33. rch Point dialog for the entry of the next point to be staked 33 Advanced Feature Call the dialog for the configuration of the stakeout method from P any stakeout dialog Configuration of the stakeout method SHIFT Wa STAKE Azimuth amp Distance s C E Coarse Mod Azimuth amp Dist i Coarse Mode Selection of the coarse stakeout mode see chapter Advanced Feature Coarse mode Stake Mode Selection of the main stakeout mode see chapter Advanced Feature Stakeout mode Selection of the mode for automatic positioning to the point to be staked for motorized instruments only No automatic positioning 2 dimensional or 3 dimensional positioning Height offset addet to the design elevations of the points to be staked CUT and FILL values refer to the elevations modified by the offset Graphics Select the graphic mode to be displayed in the main stakeout dialog see chapter Advanced Feature Graphic mode 34 Symbols Select the display mode of symbols in the stakeout dialog The symbols may be used to guide the rod person to the point to be staked From Sta aV Guidance of the rod person from the instrument station To Sta WA Guidance at the rod in relation to the instrument station e g if working in RCS mode Advanced Feature Coarse Mode Coarse Mode None The coarse mode is switched off After the entry of the point to be staked in the Se
34. t of the Reference Line in relation to the reference elevation Ref Elev To define the reference elevation for the calculation of the height offset t In order to change the setting for Ref Elev the parameter Line a must be turned OFF e Ref Elev The reference elevation is the elevation of the 1st Base Point first Base Point e Ref Elev The reference elevation is the elevation of the Baseline Baseline at the intersection point with the vertical through current reflector position Reference 69 Line Ref Elev Reference Line Elevation 1st Ref Point 2nd Ref Point 1100pr25 CONT Other parameters Rec Diff NONE O O L O L H or O S O S P User Disp 70 To record setting out elements in a measurement block Record measurement block according to REC Mask Record additional values O AOffset L ALine H AHeight S ASpat Dist P APerp Dist available only if Ref Elev Baseline To display the user defined display mask in measurement mode Logfile Log FIName User definable name for the logfile Meas Job Selection of the job for recording measurements Data Job To create a logfile Selection of the job containing the fix point coordinates To exit the configuration dialog Program Flow FERN Define Baseline An gt Enter or Measure 1st Base Point Q SEARC MEAS INPUT VIEw CONF REFLN Define B
35. the difference between the given and measured spacing of the reflectors Reflector Add Const No of Refl Auto Pos Selection of the hidden point rod reflector Display of the reflector constant ts This value depends on the selected reflector Number of reflectors on the hidden point rod Automatically point to optional third reflector motorized instruments only 76 R1 Rod Length Distance from center of end prism to tip of the hidden point rod R1 R2 R2 R1 R3 1100pr29 Spacing between the centers of prisms R1 and R2 Dist R1 R3 Spacing between the centers of prisms R1 and R3 Meas Job Selection of the job for recording measurements Data Job Selection of the job containing the fix point coordinates rod length u When configuration is completed You must configure the hidden point rod the first time you use the program For continued use it is only necessary to use CONFIGURATION when you want to change one of the settings Hidden 77 Point Program Flow HDPNT Measure Prism 1 Cam e gt Measure first Reflector DIST REC CONTI i SA gt HDPNT Measure Prism 2 m e gt Measure second third Reflector DIST REC CONT I HDPNT Results L SQRS cam e gt Calculated Hz and V East North Elev Crew drc T T P SHIFT e SHIFT e
36. tion the a posteriori standard deviations of the orientation and of the station elevation lori Results L SQRS vale Station Id ST1 No of Pts 3 ff Inst Ht 3 1 65 m East 5003 542 m North H 2356 703 m Elevation 453 344 m S ORI S HT STORE MEAS MORE To record the Orientation and Height Transfer results To set orientation only To set station elevation only To set both orientation and station elevation To measure additional target points Returns to the Target Point dialog 41 Advanced feature Result analysis Possible values Measurement orizontal angle Distance error Height difference error ESC e Call the result analysis for individual measurements from the 12 results dialog Ori Results L SQRS EW el Ori More Information W Point Id 3 i Pt Status ON Error flag NONE AHz g 0 00 03 ADist 0 044 m gt s zi s S Z To display the To measure To delete the results of the additional measurements to next point target points the displayed point Define the point status ON OFF Measurements used not used in calculation Ignore Elev Elevation not used in calculation To recalculate with the new settings To go back to the result dialogs without changes Configuration Call the configuration in the first application dialog Ori Target
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