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Leica TPS1200+ Applications Field Manual

1. Area division method lt Divide gt lt Using gt lt Shift gt 1 By Defined Line Parallel Line Through Point PO lt Point A gt of defined line P1 lt Point B gt of defined line P2 lt Through Point gt Pa in this case it is a known point of the existing border P3 New COGO point TPS12_223 d lt HDist XX gt Area division method lt Divide gt lt Using gt lt Shift gt 1 By Defined Line Perpendic Line Through Point PO lt Point A gt of defined line P1 lt Point B gt of defined line P2 lt Through Point gt in this case itis a known point of the existing border P3 New COGO point TPS12_224 d lt HDist XX gt Area division method lt Divide gt lt Using gt lt Shift gt 1 By Percentage Swing Line 2 By Area Swing Line ager N a FF PO First new COGO Pa lai TA point Coe P1 Second new COGO PO point l P2 lt Rotation Pnt gt TPS12_222 a lt Azimuth gt Refer to 2 2 Accessing COGO to access COGO Choose Area to be Divided TPS1200 COGO COGO Choose Area to be Divided COGO Define How to Divide Area Input page COGO Description of fields Field Option Description lt Area to Use gt Select Existing Survey New Area To use an area from the lt Job gt selected in COGO COGO Begin The area can be edited and a new area can be created from points existing in the lt Job gt
2. Next step IF THEN to start the program highlight the relevant option and press CONT F1 to configure the program press SHIFT CONF F2 to close the program highlight End Volume Calculations press CONT F1 Volume Calculations TPS1200 233 18 2 Description Surveying points 234 Step 1 Surveying the Points To measure points to a new surface or to an existing surface in the active job If no surfaces currently exist in the active job the user has to enter a New Surface first in VOLUMES Choose Task amp Surface The menu items Triangulate Surface and Compute Volume within the VOLUMES Volumes amp Surfaces Menu are marked grey if no surface exists in the active job This menu lists all of the necessary steps and the option to close the program oh P VOLUMES Surface r osfser tode Man r Point ID 100 Reflector Ht 1 667 Hz 200 0009 g Y 100 0029 g Horiz Dist 50 010 m Ht Diff 0 014 nm GQ2at ALL DIST REC gt BNDY DONE PAGE TPS1200 ALL F1 Her I a EL ee To measure and store distances and angles STOP F1 Available if lt EDM Mode Tracking gt and DIST F2 was pressed Stops the distance measurements F1 changes back to ALL DIST F2 To measure and display distances Available unless lt EDM Mode Tracking gt and or lt Log Auto Pts Yes gt after the tracking or logging is started REC F3 To record data I
3. 12 38 IR I s REFLINE STD lanage Reference Lines CONT F1 To select the highlighted reference line arc and to return to the screen from where this screen was accessed NEW F2 To create a reference line arc uzat EDIT F3 CONT NEW EDIT DEL To edit a reference line arc DEL F4 To delete a reference line arc Description of columns Column Description Name Names of all reference lines arcs available in the active job Date Date that the reference line arc was created Next step IF a reference THEN line arc is to be Highlight the desired reference line arc selected CONT F1 closes the screen and returns to REFLINE Choose Reference Line TPS1200 101 Creating a new reference line 102 IF a reference THEN line arc is to be NEW F2 EDIT F3 to access REFLINE New Reference created edited XX REFLINE Edit Reference XX e Refer to paragraph Creating a new reference line e Editing a reference line arc is similar to creating a new reference line arc For simplicity only REFLINE New Reference XX is described below and the differences are clearly outlined The Input page 21 16 IR e vi ED REFLINE t I 0 E New Reference Line Tnput Ma Ref ID 100 STORE F1 Hethod To store changes and return to Start Point 500 4b REFLINE Manage Reference XX End Point Ho SURVY F5 Line Length 54 9
4. CALC F5 to calculate the setup A maximum of ten target points can be measured and used for the calculation When the maximum number of points was measured the SETUP Results XX screen is accessed automatically after ALL F1 In the SETUP Additional Information screen measured target points can be deleted and the SETUP Measure Target XX screen can be reaccessed to measure new target points TPS1200 177 11 9 Setup Method Resection Resection Helmert Requirements Access step by step SETUP Measure Target XX 178 For TPS1200 the coordinates of the station point are unknown The coordi nates and orientation are determined by sighting to one or more known target points maximum of ten target points Only angles or both angles and distances may be measured For a resection least squares or robust calculations are used For a resection Helmert Helmert calculations are used Step Description 1 Press PROG to access the TPS1200 Programs menu Select and activate Setup to move to the first screen Press CONT F1 to access SETUP Station Setup 2 3 4 lt Method gt Select either Resection or Resection Helmert lt Station ID gt Enter the instrument station lt Instrument Ht gt Enter the height of the instrument station lt Fixpoint Job gt Select the fixpoint job of the control target points lt Fixpoints gt Select the method for measuring the
5. TPS1200 Stakeout 12 3 Staking Out Diagrams The diagrams show examples for staking out Orthogonal mode TPS12_109 4 Polar mode TPS12_106 4 DTM Stakeout TPS12_161 PO P1 P2 d1 d2 d3 PO P1 P2 Station Current position Point to be staked lt Go FORWARD gt 1 or lt Go BACK gt 1 lt Go RIGHT gt or lt Go LEFT gt e lt CUT gt or lt FILL gt Station Current position Point to be staked lt A DISTANCE gt lt A HZ gt lt CUT gt or lt FILL gt P1 Point to be staked d1 lt CUT gt or lt FILL gt d2 Reflector height Access Refer to 1 1 Starting an Application Program to access STAKEOUT XX Stakeout Stakeout 191 STAKEOUT The pages shown are those from a typical configuration set An additional page is XX Stakeout available when a user defined display mask is used Stake page 19 55 IR WE STAKEOUT e STO I ES 5 8 ALL F1 To measure a distance and store distance and angles 0 0000 n BACK 49 2893 n LEFT 0 0003 a DIST F2 FILL m To measure a distance REC F3 Ht 101 4958 n Uza T To store angles and distance ALL DIST REC 2FACE SURVY PAGE Distance must be measured before 2FACE F4 To take a measurement in Face and Face Il The point stored is an average of the two measurements When using instruments fitted with ATR the point is automatically meas ured in both faces the
6. 5 Press CONT F1 to access REFLINE Choose Reference Line Select Reference page 6 Press SLOPE F3 to access REFLINE Define Slope Step Description 1 Ensure that lt Use Slope Yes gt is selected 00 31 IR a a REFLINE e mI nos Define Slope x Use Slope Yes Step Description 1 Defining the slope type Defining a slope type of lt Slope Type Left Down gt creates a downward plane extending to the left of the defined reference line arc Defining a slope type of lt Slope Type Right Down gt creates a downward plane extending to the right of the defined reference line arc Defining a slope type of lt Slope Type Left Up gt creates an upward plane extending to the left of the defined reference line arc Defining a slope type of lt Slope Type Right Up gt creates an upward plane extending to the right of the defined reference line arc TPS1200 105 Step 3 defining any necessary offsets Step 4 defining the display mask Step 4 measuring the points 106 Step Description 0047 eS pi REFLINE oF STD Ee sog Define Slope Use Slope Yes 4 Slope Type Left Down ki Slope Grade Right Down hv Left Up Hinge Hz Ofst Right Up n 2 Defining the slope grade The inclination of the slope is defined by the slope grade The units for slope grade are defined in the Configure Units amp
7. Field Option Description lt Point 1 gt Choicelist The point ID with PI Point defining the 1st tangent lt Point 2 gt Choicelist The point ID with PI Point defining the 2nd tangent lt Radius gt User Input The radius of the arc Step Description 1 Press CALC F1 to calculate the inverse result 2 Press STORE F1 to store the inverse result to the active job There are no points stored to the database only the inverse result 3 Inverse results can be exported from the job using a format file The format file is created with Format Manager in LEICA Geo Office TPS1200 21 2 5 COGO Calculation Traverse Method Diagram Access COGO Traverse Input Input page 22 COGO traverse calculation with offset for a single point Known P1 Known point a Direction from P1 to P2 d1 Distance between P1 and P2 d2 Positive offset to the right d3 Negative offset to the left i Unknown P4 P2 COGO point without offset P3 COGO point with positive offset P4 COGO point with negative offset A pa N TPS12_147 COGO traverse calculation without offset for multiple points Known P1 Known point a1 Direction from P1 to P2 a2 Direction from P2 to P3 a3 Direction from P3 to P4 a4 Direction from P3 to P5 d1 Distance between P1 and P2 d2 Distance between P2 and P3 d3 Distance between P3 and P4 d4 Distance between P3 and P5 Unknown P2 First COGO point P3 Second COGO point P4 Third COG
8. The direction of the orientation is parallel to a reference line from lt Stakeout Job gt selected in STAKEOUT Stakeout Begin Open the listbox to create edit or delete a reference line The direction of the orientation is parallel to a reference line from lt Job gt selected in STAKEOUT Stakeout Begin Open the listbox to create edit or delete a refer ence line lt To gt Choicelist Available when e lt Orientate To Point Stake gt e lt Orientate To Point Store gt lt Orientate To Line Stake gt and lt Orientate To Line Store gt To select the point or line to be used for orientation lt Stake Mode gt Polar Orthogonal The method of staking out The direction from the orientation refer ence the horizontal distance and the cut fill is displayed The distance forwards to backwards from the point the distance right left to the point and the cut fill is displayed lt Visual Guides gt Off Arrows Graphics Arrows amp Graphics Arrows and or a graphical display in STAKEOUT XX Stakeout help finding the point to be staked Neither arrows nor a graphical display are shown Upon pressing DIST F2 arrows are shown A graphical display is shown Upon pressing DIST F2 arrows are shown A graphical display is always shown lt Message Line gt TPS1200 For each point which is selected for staking angle and distance information is mom
9. To change the distance weighting that is used in the calculation of the station height in the resection TPS1200 161 Next step PAGE F6 changes to Checks page SETUP Description of fields Configuration Checks page Field Option Description When Method Known BS Point the following fields apply lt Pos Check gt Yes or No Allows a check to be made on the hori zontal coordinate difference between the existing and the measured known backsight point lt Pos Limit gt User input Available for lt Pos Check Yes gt Sets the maximum horizontal coordinate difference accepted in the position check lt Height Check gt Yes or No Allows a check to be made on the vertical difference between the existing and the measured known backsight point lt Height Limit gt User input Available for lt Height Check Yes gt Sets the maximum vertical difference accepted in the height check Next step PAGE F6 changes to Logfile page Refer to 1 2 Configuration of a Logfile 162 TPS1200 Setup 11 3 Setup with SmartStation Access Step step by step Description 1 PROG The PROG key opens the TPS1200 Programs menu Select Setup and press CONT F1 2 3 4 CONT F1 to access the SETUP Station Setup SETUP Station Setup Begin Check the settings and ensure that a coordinate system other than lt None gt or WGS84 is selected and at
10. Access SURVEY Survey Remote Point Remote Pt page Remote point measurements are possible from the Survey application program when lt Use Remote Pt Yes gt is set in the SURVEY Configuration Remote Pt page and a valid distance measurement is available Refer to 15 2 Configuring Remote Point Unless lt Display Mask None gt in SURVEY Configuration Remote Pt page this screen contains an additional user defined display mask REMOT F4 in SURVEY Survey Job Name after one point is measured 10 19 IR A STORE F1 H STD I E 8 2 A SURVEY 5 Stores the remote point Stays in the SURVEY Survey Remote Point Point ID Screen AHt BaseRem 1 248 n BASE F4 Returns to SURVEY Survey Job H z 2 vie Name The distance measurement is Slope Dist 118 998 u cleared BASE F4 has the same aan asa i behaviour as L GO F5 when g mzaT lt Automation LOCK gt was set STORE BASE before pressing REMOT F4 Description of fields Field Option Description lt Point ID gt User input Displays the point ID for the remote point The point ID in SURVEY Survey Remote Point is always identical to the point ID in SURVEY Survey Job Name lt AHt BasRem gt Output The elevation difference between the base point and the remote point lt Hz gt or lt V gt Output The current horizontal or vertical angle lt Slope Dist gt Output The current slope distance to
11. 2 6 COGO Calculation Intersections Method Diagram Bearing Bearing A Bearing Distance Distance Distance ja TPS12_148 TPS12_149 TPS12_150 By Points k j TPS12_151 26 Known P1 First known point P2 Second known point a1 Direction from P1 to P3 a2 Direction from P2 to P3 Unknown P3 COGO point Known P1 First known point P2 Second known point a Direction from P1 to P3 and P4 r Radius as defined by the distance from P2 to P4 and P3 Unknown P3 First COGO point P4 Second COGO point Known P1 First known point P2 Second known point r4 Radius as defined by the distance from P1 to P3 or P4 r2 Radius as defined by the distance from P2 to P3 or P4 Unknown P3 First COGO point P4 Second COGO point Known P1 First known point P2 Second known point P3 Third known point P4 Fourth known point a Line from P1 to P2 b Line from P3 to P4 Unknown P5 COGO point COGO Access COGO Intersection Input Input page COGO TPS Observation TPS Observation N Known PO First known point TPS Stn P1 Second known point TPS Stn a1 Direction from PO to P2 Be 2 Direction from P1 to P2 a Unknown ee P2 COGO point T GPS12_170 Refer to 2 2 Accessing COGO to access COGO Intersection Input The setting for lt Method gt in this screen determines the availability of the subse quent fields and softkeys The softkeys are identical to tho
12. Available for lt Display Mask gt being rb de sae S a highlighted on General page To edit piot Baul ie ata T the display mask currently being CONT DHASK PAGE displayed in this field Description of fields Field Option Description lt Orientate gt The reference direction to be used to stakeout points The stakeout elements and the graphical display shown in the Stakeout application program are based on this selection From Station The direction of the orientation is from the instrument to the point to be staked To Station The direction of the orientation is from the point to be staked to the instrument From North The direction of the orientation is from the North direction to the point to be staked To North The direction of the orientation is from the point to be staked to the North direction To Arrow The direction of the orientation is from the current position to the point to be staked The graphical display shows an arrow pointing in the direction of the point to be staked To Timewise the last recorded point If no Last Point points are yet staked lt Orientate To North gt is used for the first point to be staked TPS1200 Stakeout Stakeout Field Option To Point Stake To Point Store To Line Stake To Line Store Description A point from lt Stakeout Job gt selected in STAKEOUT Stakeout Begin A point from lt Job gt selected in STAKEOUT Stakeout Begin
13. Beginning of curve ra P3 RP Radius point _ P4 PT End of curve P5 PI Point of intersection P6 AP Angle point P7 EOP End of project P1 BOP Beginning of project P2 PC Beginning of curve P3 PI Point of intersection P4 PT End of curve PS AP B Angle point back tangent P6 BP Bisected point P7 AP F Angle point forward tangent P8 EOP End of project TPS12_234 General terms Curve Curve segment Extension Line xtension MCP Mid curve point Straight Straight segment REFLINE The explanations for the softkeys given below are valid for all pages Stakeout y 17 31 IR ED Stake page REFLINE qnl Bog ALL F1 To measure a distance and store distance and angles Accesses REFLINE Results Sota DIST F2 To measure a distance ara REC F3 To store angles and distance ALL DIST REC PREV NEXT PAGE Distance must be measured before PREV F4 To decrease the chainage value down chainage by the defined chainage interval lt Chainage Inc gt NEXT F5 To increase the chainage value up chainage by the defined chainage interval lt Chainage Inc gt PAGE F6 To change to another page on this screen SHIFT CONF F2 To configure referenceline 122 TPS1200 Reference Line REFLINE Stakeout Details page Reference Line Description of fields SHIFT POS2D F3 To position the telescope X Y onto the point to be s
14. CONT _PPN Compute CSF gt HIGHT F3 To compute the height scale factor Available for lt Method Compute CSF gt SCALE F4 or PPM F4 To switch between lt Scale gt displaying the true scale and displaying the ppm SURVY F5 To measured a point and store it in lt Local Pts Job gt For lt Transfrm Type Onestep gt Description of common fields Field Option Description lt Method gt User Entered Method of determining the scale factor of Known WGS84 the transformation Pt or Known WGS84 Ht For lt Transfrm Type Onestep gt and lt Method User Entered gt Description of fields Field Option Description lt Scale gt User input Allows the scale factor to be typed in manually Determine Coordinate System One TPS1200 67 Point Localisation 68 For lt Transfrm Type Onestep gt and lt Method Known WGS84 Pt gt Description of fields Field Option Description lt WGS84 Point gt Choicelist WGS 1984 point from which the scale factor will be calculated The scale factor is calculated using the height of the known WGS 1984 point lt Scale gt Output The calculated scale factor For lt Transfrm Type Onestep gt and lt Method Known WGS84 Ht gt Description of fields Field Option Description lt Known Height gt User input The WGS 1984 height of a point can be typed in The scale fac
15. Description of fields Field Option Description lt Ref Line gt Choicelist Available for the tasks XX Line in REFLINE Reference Task Menu The reference line to be used lt Ref Arc gt Choicelist Available for the tasks XX Arc in REFLINE Reference Task Menu The reference arc to be used lt Arc Dist gt Output Available for the tasks XX Arc in REFLINE Reference Task Menu Next step PAGE F6 changes to the Map page The Map page provides an interactive display of the data The reference line arc can be viewed but not defined using this page TPS1200 Reference Line Managing reference lines Reference Line Next step IF THEN the desired refer Highlight lt Ref Line gt or lt Ref Arc gt and press ENTER to ence line arc needs access REFLINE Manage Reference XX to be created Refer to paragraph Managing reference lines edited or selected the desired refer For the task Measure to XX ence line arc has CONT F1 to access REFLINE Measure Points Ref XX been selected page e Refer to 8 4 Measuring to a Reference Line Arc For the task Stake to XX CONT F1 to access REFLINE Enter Offset Values e Refer to 8 5 Staking to a Reference Line Arc For the task Gridstake XX CONT F1 to access REFLINE Define Grid e Refer to 8 6 Gridstaking to a Reference Line Arc offsets are to be defined OFSET F4 to access REFLINE Define Offsets
16. Horizontal distance from start point to base point Available for lt Task Calc Offset Point gt TPS1200 COGO COGO XX Results Result page COGO Field Option Description lt AArcDist XX gt User input Horizontal distance along the arc from start point to base point Available for lt Task Calc Offset Point gt lt Offset XX gt User input Offset from base point to offset point Positive to the right and negative to the left of the line Available for lt Task Calc Offset Point gt lt AOffset XX gt User input Offset from base point to offset point Positive to the right and negative to the left of the arc Available for lt Task Calc Offset Point gt Next step IF THEN lt Task Calc Arc Center gt CALC F1 calculates the result Refer to paragraph lt Task Calc Base Point gt COGO XX Results Result page or lt Task Calc Offset Point gt lt Task Segmentation gt CALC F1 accesses COGO Define Segmentation Refer to paragraph COGO Define Segmentation e The calculated coordinates are displayed e The softkeys are identical to those available for traverse COGO calculations Refer to 2 5 COGO Calculation Traverse Method for information on the softkeys Description of fields Field Option Description lt Point ID gt User input The identifier for the COGO point The configured point ID template is
17. Next step PAGE F6 changes to REFPLANE New Reference Plane Offset page 11 45 ooo pS am REFPLANE Hem STD E scg New Reference Sml Reneral Pnints Origin Offset Plnt Define Offset By Point ID4 Offset PtID oH STORE F1 aad ies To compute and store the reference plane OFSET F5 Available for lt Offset PtID gt being Gat highlighted Measure a point to STORE OFSET PAGE define the offset point Reference Plane amp Face Scan TPS1200 135 REFPLANE New Reference Plane Plot page 136 Description of fields Field Option Description lt Define Offset gt Choicelist An offset can be defined by a point or a distance The defined plane is shifted along the Y axis by the offset lt Offset PtID gt Choicelist Available for lt Define Offset By Point ID gt Point ID of offset point lt Offset gt User input or output Distance by which to offset the plane along the Y axis Next step PAGE F6 changes to REFPLANE New Reference Plane Plot page Points displayed depend on the settings in REFPLANE Configuration Parameters page Points defining the plane are displayed in black the other points are displayed in grey Softkey Description SHIFT FACE F1 To access the face view of the plane SHIFT PLAN F1 To access the plan view of the plane Next step STORE F1 to compute and store the reference plane T
18. PROG The PROG key opens the TPS1200 Programs menu Select Reference Plane and press CONT F1 2 3 Press CONT F1 to access REFPLANE Reference Plane Begin 4 Press CONT F1 to access REFPLANE Choose Task amp Reference Plane Description of fields Field Option Description lt Task gt Measure to Plane The coordinates of measured points are calculated relative to the reference plane lt Plane to Use gt Create New Plane Select From Job Defines a new reference plane Reference plane is selected in lt Ref Plane gt lt Ref Plane gt Choicelist Available for lt Plane to Use Select From Job gt The reference plane to be used lt No of Points gt Output Available for lt Plane to Use Select From Job gt Number of points used for plane definition for the plane shown in the lt Ref Plane gt lt Std Deviation gt Output Standard deviation of used points for plane definition is displayed for less than four points lt Max Ad gt Output Maximum distance between a point and the calculated plane is displayed for less than four points lt Offset gt Output The offset method used as defined in REFPLANE XX Reference Plane Offset page TPS1200 Reference Plane amp Face Scan REFPLANE New Reference Plane General page Field Option Description l
19. To configure the program Description of fields Field Option Description lt Surface Name gt Output Name of the surface lt Area gt Output Area of the base plane lt No Triangles gt Output Number of triangles used within the trian gulation lt No Surf Pts gt Output Number of points inside the surface lt No Bndy Pts gt Output Number of boundary points of the surface Next step DONE F1 returns to the Volume Calculation Menu screen TPS1200 Volume Calculations 18 4 Description Computing the volume Volume Calculations Step 3 Computing the Volume e To calculate a surface by establishing a triangulation triangulation method delauny of the measured surface points To compute the volume of the triangulated surface by using either e the stockpile method an elevation plane as a reference e a single point as a reference Mi T VOLUMES Compute Volume Nethod Surface Name No Triangles CALC J ih Sai E 3 a Stockpileflg 1 gt 217 x CALC F1 Computing the volume and access to the VOLUMES Volume Calculation Results page F1 changes to CONT muzar SHIFT CONF F2 To configure the program Description of fields Field Option Description lt Method gt Choicelist To calculate the volume of the triangu lated surface Stockpile To calculate a volume between the trian Surface to E
20. To survey points that do not exist in the job yet The points will be added to a new area lt Area ID gt Choicelist or To select the area to be divided or to enter user input a name for the new area lt No of Points gt Output Number of points forming the area lt Area gt Output The size of the selected area lt Perimeter gt Output The perimeter of the area Next step IF THEN lt Area to Use Select Existing gt CONT F1 accesses COGO Define How to Divide Area Refer to paragraph COGO Define How to Divide Area Input page lt Area to Use Survey New Area gt CONT F1 accesses COGO Survey Job Name Points to be added to the new area can be surveyed COGO Survey Job Name To stop surveying the area and to store the area DONE F4 and then STORE F1 e To return to COGO Choose Area to be Divided ESC 12 43 IR COGO FE STD Tnput Ma Divide By Defined Line Using Parallel Line4 Sub Arca Grid 39 89 Point A 0001 4 Point B 00024 Shift By Distances HDist Grid n Q2at CALC INV SIZE LAST SURVY PAGE iy ea TPS1200 CALC F1 To perform the area division and to continue with the subsequent screen Calculated COGO points are not yet stored INV F2 To calculate the value for the distance from two existing points Available if lt HDist XX gt is high lighted SIZE F3 and PERC F3 To display the size an
21. User input The instrument height of the station ID Available on the first backsight screen lt Backsight ID gt Output Available for the backsight point The point ID of the backsight point lt Foresight ID gt User input or Available for the foresight point The point Output ID of the foresight point lt Reflector Ht gt User input or The reflector height of the foresight back Output sight point lt No of Sets gt User input or The number of sets to be measured Output Next step ALL F1 measures all sets and accesses TRAVERSE Point Statistics Traverse TPS1200 227 17 3 3 TRAVERSE Point Statistics Set X X 228 Traverse Point Statistics and Traverse Results KEE D FSA a TRAVERSE Her STD E ROG Point Statistics Point ID No of Sets 1 Hz Spread 0 0000 g V Spread 0 0002 g CONT F1 Hz Arc Avg 0 0000 g To access the subsequent screen Hz Arc StdDev 0 0000 yL EDIT F3 y AI y g ree a To edit point code and annotations fazag DATA F5 CONT EDIT DATA PAGE To display traverse data Description of fields Field Option Description lt Point ID gt Choicelist Selected point ID lt No of Sets gt Output The number of sets the point was meas ured in lt Hz Spread gt Output Spread of horizontal angle lt V Spread gt Output Spread of vertical angle lt Hz Arc Avg gt Output Average horizontal angle lt Hz Ar
22. 11 REFPLANE Scanning Status Scanning page Status of the scanning is displayed when under process lt Pts Scanned gt Number of points being scanned lt Pts Remaining gt Number of points remaining to be scanned lt Pts Rejected gt Number of skipped points lt Completed gt Percentage of points scanned lt Time Left gt Estimated time remaining until scan is finished lt Point ID gt Point ID of last stored point 12 PAGE F6 to access REFPLANE Scanning Status Plot page 13 REFPLANE Scanning Status Plot page Points currently scanned are displayed in black previously measured points lines and areas are dispayed in grey SHIFT FACE F1 to access the face view of the plane SHIFT PLAN F1 to access the plan view of the plane CONT F1 to access REFPLANE Choose Task amp Reference Plane Reference Plane amp Face Scan TPS1200 139 140 TPS1200 Reference Plane amp Face Scan 10 Sets of Angles 10 1 Overview Description e Sets of Angles e This program which can include Monitoring as an option is used to measure multiple sets of directions and distances optional to pre defined target points in one or two faces e The mean direction and mean distance optional to each target point within a set is calculated The residual for each direction and distance optional within a set is also calculated The reduced average direction and average distanc
23. 75 015 n REC F3 AHz A 0 0001 y To store data Sipe Aig O FS i 7 azar To position the instrument to the ALL DIST REC POSIT PAGE selected target point Description of fields The fields are the same as in SETS Set XX of XX Pt XX of XX Next step ALL F1 measures stores and returns to SETS Define Points for Set If lt Auto Survey On gt instruments with ATR automatically measure the selected points in the second face of the first set TPS1200 Sets of Angles 10 2 5 Access SETS Measure Sets SETS Set XX of XX Pt XX of XX Sets page 4 4 Sets of Angles Measuring the Sets Highlight Measure Sets in SETS Sets of Angles Menu and CONT F1 Description of fields Field Option Description lt No of Sets gt User input The number of sets to be measured with the selected points There is a maximum of 99 sets allowed lt No of Pts gt Output The number of target points Next step CONT F1 measures further sets of the defined points The functionality of this screen is very similar to SETS Select Points Survey Sets page Differences between the two screens are outlined below Refer to 10 2 4 Measuring the New Points for information on all other softkeys and fields 16 39 N T SETS Her Fad a lt 8 SKIP F4 pan 2 Pt 1 of 3 To skip measuring the displayed Point ID s 0001 point and continue with the next Reflector Ht MEET point
24. Access step by step SETUP Set Stn amp Ori Known BS Point Setup page Setup e For TPS1200 the position coordinates of the station point are required The instrument is set up and oriented to a known backsight target e For SmartStation the position coordinates of the station are unknown and are determined with GPS real time The instrument is set up and oriented to a known backsight target Step Description 1 Press PROG to access the TPS1200 Programs menu Select and activate Setup to move to the first screen 2 3 Press CONT F1 to access SETUP Station Setup 4 lt Method gt Ensure that Known BS Point is selected lt Station Coord gt Select the source for the station coordinates lt Station ID gt Enter Select the instrument station lt Instrument Ht gt Enter the height of the instrument station lt Fixpoint Job gt Select the fixpoint job of the control target points 5 The geometric scale correction is displayed The correction displayed depends upon the options chosen in CONFIGURE TPS Corrections GeoPPM page if lt Calc Scale Automatically gt lt Computd Scale gt is displayed if lt Calc Scale Manually gt lt Current Scale gt is displayed 6 Press CONT F1 to access SETUP Set Stn amp Ori Known BS Point e The functionality of all pages and softkeys is similar to SETUP Set Stn amp Ori Set Azimuth Differences between the two scr
25. B B Points are measured in face I and face II point A I point A II point B I point B Il A B A B Points are measured in face I and face II point A l point BI point A II point B Il A B B A Points are measured in face I and face II point A I point B I point B II point A I A B c p Points are only measured in face I point Al point BI point C I point D1 lt Display Mask gt Choicelist The user defined display mask to be shown in SETS Select Points Survey lt Stop For gt Choicelist To define what action is taken when a message dialog appears during a meas urement set All Messages All message dialogs are displayed as per normal and are closed as defined by the settings in lt Time Out gt TPS1200 143 SETS Configuration Tolerances page 144 Field Option Description Tol Exceed Only Only the message dialog relating to the exceeding of tolerances is displayed and is closed as defined by the settings in lt Time Out gt Never No message dialogs are displayed except for specific warnings Specific warnings which affect the instrument and it s ability to continue with the monitoring process will be displayed and will remain on the screen These include the over heating of the instrument low battery levels unavailable space on the CompactFlash card lt Time Out gt To define the time delay for the automatic closing of message
26. F1 Traverse ID traverse001 To accept changes and to access the Description FFs subsequent screen DATA F5 Operator 5 te eee F ao as To view existing traverse data END T F6 To end the existing traverse muzar SHIFT CONF F2 CONT To change the configuration settings Next step IF THEN anew traverse is CONT F1 accesses SETUP Station Setup to set up the started station All setup methods can be used an existing traverse CONT F1 accesses TRAVERSE XX Set X X is continued TPS1200 Traverse 17 3 2 Measuring Traverse TRAVERSE Measuring a backsight point is similar to measuring a foresight point XX Set X X For simplicity the screen TRAVERSE Foresight Set X X is explained Le a TRAVERSE es ey cre ES a DONE F4 Available for lt Foresight Multiple gt rav Cade Map _ g x Foresight ID 0001 to finish measuring foresight points Reflector Ht 1 266 m SURVY F5 To measure sideshot points No of Sets I uIFT GETPT F4 Hz i 100 0005 y To get a point from the lt Fixpoint vo 100 0003 g Job gt to be used as closing point Horiz Dist azi t5 Tara check point or normal foresight point ALL DIST REC SURVY PAGE Available for foresight point Description of fields Field Option Description lt Station ID gt Output The point ID of the station ID Available on the first backsight screen lt Instrument Ht gt
27. REC DONE cont ScaLe ppn Setup methods Setup Method o amp Methods Methods Methods for for for 2 3 TPS1200 SmartPole SmartStation Sioa N z La Els HE ZES Set Azimuth v v v Known Backsight Point v v v v Orientation amp Height Transfer Vv v v v v Resection viv v v Resection Helmert viv v v Local Resection v v Each method requires different input data and a different number of target points Setup TPS1200 157 Setup types 158 Standard setup On the Fly setup This type of setup is the traditional type The user must always measure all setup points consecutively to complete the setup The TPS station coordinates and TPS orientation must be set before measuring survey points This setup allows the user to measure setup points and survey points as they work or on the fly The TPS station coordinates and TPS orientation do not have to be set before measuring survey points This can be done at anytime during the survey Fixpoints Meas All Now must be set Fixpoints Add Points Later must be set ees Bp x i SETUP He a Og Station Setup Method Ori amp Ht Transfr 4f Station Coord Frm Fixpoint Job 4 Station ID J Instrument Ht 1 456 n Fixpoint Job fixpoint job Fixpoints AL All eat Current Seale 1 000000000000 CONT Q2a t SCALE PPn ESD py SD SETUP Ho a Gi W Station Setup x Method
28. TPS1200 61 DET C SYS Transformation Results Height page DET C SYS Transformation Results Rotn Origin page 62 Description of fields Field Option Description lt Slope in X gt Output Tilt of the transformation in the X direction lt Slope in Y gt Output Tilt of the transformation in the Y direction lt Height Shift gt Output Shift in height between WGS 1984 datum and local datum Next step CONT F1 returns to DET C SYS Step 4 Check Residuals Description of fields Field Option Description lt Transf Model gt Output Classic 3D transformation model used for the transformation as defined in DET C SYS Configuration Classic 3D page lt Rot Orig X gt Output Available for lt Transf Model Molodensky lt Rot Orig Y gt and Bad gt Position in the X Y and Z direction of lt Rot Orig Z gt the origin of rotation Next step CONT F1 returns to DET C SYS Step 4 Check Residuals TPS1200 Determine Coordinate System Nor mal Determine Coordinate System One Point Localisation 5 1 Accessing Det Coord System One Point Localisation ee Access step by step Point Localisation lt Azimuth gt is used throughout this chapter This should always be considered to also mean lt Bearing gt Step Description 1 PROG The PROG key opens the TPS1200 Programs menu 2 Select Determine Coordinate Sy
29. To type in coordinates for a known point open the choicelist Press NEW F2 to create a new point lt Azimuth gt Output The direction from the first point to the second point lt HDist XX gt Output The horizontal distance between the two points lt AHeight gt Output The height difference between the two points lt Slope Dist gt Output The slope distance between the two points lt Grade gt Output The grade between the two points lt AEasting gt Output The difference in Easting between the two points lt ANorthing gt Output The difference in Northing between the two points Step Description T Press STORE F1 to store the inverse result to the active job There are no points stored to the database only the inverse result 2 Inverse results can be exported from the job using a format file The format file is created with Format Manager in LEICA Geo Office TPS1200 COGO 2 4 3 Inverse Between a Known Point and a Line Access Calculating Storing the results step by step COGO Refer to 2 2 Accessing COGO to access COGO Inverse 22 37 IR WEL CALC F1 COGO He STD I E 3 A To calculate the result INV F2 Hethod TARAP To calculate the inverse between two Start Point 2004 eet pnd Fonnt 2015 To select the values for distance and offset from previous COGO inverse oftset Point 101 calculations muzar SURVY F5
30. its name is displayed lt Transfrm Type gt Onestep Twostep or Classic 3D Output Available when determining a new coordi nate system Available when updating a coordinate system The transformation type shown is the same as the transformation used in the existing system lt Height Mode gt Orthometric or Ellipsoidal Output Available when determining a new coordi nate system Available when updating a coordinate system The height mode shown is the same as the mode used in the existing system Next step CONT F1 continues to DET C SYS Step 2 Choose Parameters TPS1200 55 DET C SYS This screen contains different fields depending on what transformation type was Step 2 Choose chosen in DET C SYS Step 1 Choose Transform Type Parameters Description of fields Field Option Description lt Geoid Model gt Choicelist The geoid model to be used in the trans formation Geoid models from MANAGE Geoid Models can be selected lt Pre Transform gt Choicelist The pre transformation to use for the preliminary 3D transformation lt Ellipsoid gt Choicelist The ellipsoid to use in the transformation Output The ellipsoid being used by a hard wired projection when selected in lt Projec tion gt lt Projection gt Choicelist The projection to use in the transforma tion lt CSCS Model gt Choicelist The CSCS model to use in the transfor
31. lt Default Onestep The default transformation to be used Transformation gt Twostep or when determining the coordinate system Classic 3D lt Default Orthometric or The default height mode to be used when Height Mode gt Ellipsoidal determining the coordinate system Next step PAGE F6 changes to the Onestep page DET C SYS Description of fields Configuration Onestep page Field Option Description lt Default Use WGS84 Rotate to North as defined by WGS 1984 Rotation gt North User Entered Rotation can be manually typed in Convergnce Angle between grid North and geodetic Angle North at a certain point Two WGS84 Rotation defined by two points on the Points WGS 1984 datum lt Default User Entered Height scale factor can be manually typed Height SF gt in Known WGS84_ Height scale factor defined by a known Pt point on the WGS 1984 datum Known WGS84_ Height scale factor defined by the known Ht height of a point on the WGS 1984 datum Determine Coordinate System Gen era TPS1200 53 DET C SYS Configuration Twostep page DET C SYS Configuration Classic 3D page 54 Next step PAGE F6 changes to the Twostep page Some fields are identical to those on the Onestep page Additional fields are explained here Description of fields Field Option Description lt Default Scale gt User Entered Compute CSF Scale factor can be manually type
32. lt Meas Offset gt Output The offset from the polyline measured at the staked point lt Design Ht gt Output Allows input of the design height of the target point The suggested value for the lt Design Ht gt is as configured in the lt Heights gt field in REFLINE Configura tion Heights page lt Meas Ht gt Output The height measured at the staked point Next step PAGE F6 changes to the Coords page REFLINE This page displays the design coordinates as well as the differences between design Results and measured coordinates Coords page Reference Line TPS1200 125 Next step PAGE F6 changes to the Map page REFLINE The Map page provides an interactive display of the data Results Map page Next step PAGE F6 changes to the first page on this screen 126 TPS1200 Reference Line 9 Reference Plane amp Face Scan 9 1 Overview Description Reference plane tasks ee Defining a reference plane Vertical plane Reference Plane amp Face Scan e The Reference Plane amp Face Scan application program can be used to measure points relative to a reference plane e A reference plane can also be scanned via Face Scan The Reference Plane amp Face Scan application program can be used for the following tasks e Measuring points to calculate and store the perpendicular distance to the plane e Viewing and storing the instrument and or local coordinates of th
33. setting the Station and the Orientation SET F1 Checking is NOT performed on the distance measurement when setting the Station and the Orientation SET F1 Az 0 F4 Available on the Setup page To set lt Azimuth 0 gt and running This value is not set to the system until SET F1 is pressed HOLD F5 Available on the Setup page and if lt ATR Off gt HOLD F5 FREE F5 freezes the current lt Azimuth gt value making it possible to set the lt Azimuth gt value first turn the instrument to the desired direction and release the lt Azimuth gt value using FREE F5 SHIFT INDIV F5 SHIFT RUN F5 Available on the Setup page To change between entering an individual backsight point ID different to the defined ID template and the running point ID according to the ID template Description of fields Field Option Description lt Backsight ID gt User input Point ID of the backsight point according to the point ID template lt Reflector Ht gt User input The default reflector height as defined in the active configuration set is suggested lt Azimuth gt User input The current system azimuth value If a different azimuth is typed in and ENTER is pressed or if Az 0 F4 is pressed this azimuth value is displayed in the field and updated with the telescope move ment The value is not set to the system until SET F1 is pressed lt Horiz Dist gt Output Press F2 to m
34. 13 Survey General Access step by step SURVEY Survey Job Name Survey page Survey General Step Description 1 PROG The PROG key opens the TPS1200 Programs menu 2 Select Survey and press CONT F1 3 Press CONT F1 to access SURVEY Survey The fields shown are those from a typical configuration set The screen described consists of the Survey page and the Map page The explanations for the softkeys given below are valid for the Survey page HE E ALL F1 err I a EL SURVEY To measure and store distances and Survey active job angles Survey Offset lanse Map gies Point ID 0001 STOP F1 Reflector Ht n Stops the distance measurements F1 changes back to ALL Hz gt 55 0002 g v 37 0004 g DIST F2 Horiz Dist 65 333 u To measure and display distances Ht Diff 99 466 nm REC F3 Ga To record data ALL DIST REC SETAZ PAGE REMOT F4 To measure a remote point SETAZ F5 To set the horizontal angle SETUP F5 For Add Points Later Available when the setup is incom plete TEST F5 To access the SURVEY EDM Test Signal Frequency screen Available for lt EDM Mode Tracking gt and or lt Log Auto Pts Yes gt after the tracking or logging is started SHIFT CONF F2 To configure SmartCodes auto points and remote point measure ments SHIFT AVGE F2 To check the residuals for the aver aged point Available for lt Averaging Mode Av
35. 3 Setup with SmartStation Description of fields Field Option Description lt Indiv Pt ID gt User input An Individual Pt ID is used by default This enables the user to give the target point a different point ID lt Antenna Ht gt User input The antenna height lt RTK Positions gt Output The number of GPS real time positions recorded over the period of point occu pation lt 3D CQ gt Output The current 3D coordinate quality of the computed position Setup TPS1200 167 168 Field Option Description lt Msd PP Obs gt Output The number of static observations recorded over the period of point occu pation Available only when the recording of static observations is configured Next steps STORE F1 to store the point and then return to SETUP Measure Target Refer to 11 8 Setup Method Orientation amp Height Transfer for details on all fields and keys ALL F1 to measure and store this same point with the TPS station The GPS target point which was previously stored is automatically suggested as the target point to measure with the TPS station This is then the first target point for the station setup GPS F4 to measure additional target points with GPS DONE F5 to temporarily exit the Setup program This is applicable when Add Points Later is set In this state this type of setup is regarded as an incomplete setup T
36. AEE EAEE EEEE E lectin 97 Reference ALC oo eecececesssseeeeeeeessteeeeeeeeeseaes 116 Reference Ne wisscssveteesesvies tecisvestecieceseetscces 116 TOATG corrain aa aia ieaie 97 Ground distance in COGO cceceesseeeeeeeees 13 H Height offset stakeout ceeeeeeeeeeeeeeteees 189 Height scale factor compute c ceeeeeeee 71 l ND hee 137 196 Intersection COGO calculation Method ccceeeeeeeeee 26 WINN A AA ced OE AEE E 22 Inverse COGO calculation method cccceeeeeeees 16 K Known backsight point s 173 L Layer DTM select cccceecceeeeeeteeeteeeeeeteneeetene 8 Licence key eeeeececeeeeceeeeeeeeeeneeeeeeaeeeteeaeeeeeeaeeeees 7 LINE iraina 112 Line Orientata tO sssrini iienaa 92 Stakeout occ eeccceeessssteeeeeeeessesaeee 187 Reference sonoreco oiana iiaia 91 Line calculations Logfile dics itn iienilievas kee Ar Logging auto points M Orientate Management From Station oraninin terak 92 Reference line c cccccccccscscssescsescsecsssecseseeeesees 97 Stakeout 186 MATOH deste ede neuan i 41 56 To arrow 93 Match TO line arc ooo eeeeeeeceeeeeeseeeeeeeeeeeeeeeeeeeesteeeseaees 92 Point parameters ccccccccseesecseeeseeseeeteeaeees 51 MOS StQUOM eis cevces chien eh ciedssceessacres dacaseescehieeaanens 92 POMS ccce 8 ease a a 41 56 Orientation and height transfer oo 175 Maximum number Origin PIANG sireisas
37. Delete Cross section template ceeeeeeeees 218 Matched points cccceceeseeeeeeeeeeeeeeeee 41 56 Determine coordinate system Access one point localisation 0 63 COMMQUIE 22 a iia aida eee ais anti ietan 51 Normal 1 0 0 51 One point localisation c ceeeeeeee 53 One point localisation Classic 3D transformation 0 ee 72 Onestep transformation 0 ceeeeeee 64 Twostep transformation cccceeeeee 64 Transform results 0 0 eee eeeeeee tee eeeeee 61 Difference limit exceeded stakeout 194 Display mask AUTO PONTS seara cecad sraa iea 202 Distance Input output in COGO ossis 13 Distribution Residuals COGO Shift Rotate amp Scale 14 Residuals throughout transformation area 52 DMASK Auto points er DTM layer select E Edit AMENNA cc scssiseeeveseedseceaecaasbedsaenedis cobeseesiapeatiectes Matching points Ellipsoid Distance in COGO ei eeeceeeee eee eeeeeeee 13 242 TPS1200 Exceeded limit Height Reference line cccecccseeccceeesssseeeeeeeeeens 94 Position Reference line cccececceccceeeesssseeeeeeeeees 94 Stakeout difference 00 0 eceessteeeeeeees 194 F PIX EAA E AE I 51 Forward in Survey Cross Section 0008 214 G GETIPT pipon canna neehi o T AE aa AE 148 Grid distance in COGO 0 0 eeeeeecccccceesseeeeeeeeeens 13 Grid scale factor compute s es 70 Gridstake Rio
38. Formats screen Slope Type z Right Down 4 Slope Grade hy Step Description 1 The slope is always defined as starting from a hinge line The hinge line can be horizontally and or vertically offset from the refer ence line arc The direction of the reference line arc is always from the starting point The offsets are always relative to the direction of the refer ence line arc When Hz Offset 0 and V Offset 0 then the hinge line is the reference line arc Slope Grade TEP Hinge Hz Ofst 1 250 n Hinge V Ofst 0 500 a Step Description T Press DMASK F3 in the Define Slope screen to access the display mask settings This display mask is available when using the slope method It is user configurable and describes the current reflector position in relation to the defined slope and defined reference line arc 01 28 eS a REFLINE om Ia s 8 Define Slope Display Mask Name Slope Visible Yes Fixed Lines zH 1st Line Point ID Step Description 1 Press CONT F1 to close the Define Slope screen 2 Choose the appropriate Task and choose the relevant reference line arc TPS1200 Reference Line Step Description 17 10 IR N BD REFLINE Be STD I Bo ge X Ref to Use note 2 Polatey 3 Press CONT F1 to access the Measure Points screen move to the Slope page 01 41 IR s pu REFLINE e ml seg Measure Points Ref ine S inne May Point ID Reflector Ht 1 600 a Current Slope 137 953 1hv A
39. Hz 0 0005 g DONE F5 Siors Dist ae ese 4 To end the sets of angles measure Hz 0 0002 y ments i eee 3 SHIFT POSIT F5 spa azar To position the instrument to the ALL DIST REC SKIP DONE PAGE selected target point Description of fields Field Option Description lt A Hz gt Output Difference between the current hori lt A V gt and zontal vertical angle or distance and the lt A Slope gt horizontal vertical angle or distance to this target when selected Next step ALL F1 measures further sets of the selected points Motorised instruments point automatically in the direction of the targets Instruments with ATR and lt Auto Survey On gt measure the targets automatically For the calculation two entire sets must be measured Horizontal and vertical angles and distances can be calculated individually TPS1200 149 10 2 6 Calculating Angles and Distances in Two Faces Description Access SETS Calculate XX XX Set page 150 For two and more sets measured with angles and distances in two faces calculations can be done for angles and distances For sets measured in one face the results can be viewed no calculations are done Refer to 10 2 8 Viewing Angle and Distance Results in One Face for more information Highlight Calculate Angles in SETS Sets of Angles Menu and CONT F1 The softkeys are the same for vertical angles horizontal angles
40. Ori amp Ht Transfr 4f Station Coord Frm Fixpoint Job4 Station ID 4 Instrument Ht 1 456 n Fixpoint Job fixpoint job Fixpoints cn Points erent Current Seale 1 000000000000 Q2at CONT SCALE PPn This setup can only be used when meas uring survey points When staking out points the TPS station coordinates and TPS orientation must first be set TPS1200 Setup Incomplete setups For a Standard setup the user must always measure all setup points consec utively to complete the setup This type of setup is always regarded as a complete setup For an On the Fly setup the setup points can be measured together with the survey points It is not necessary to complete the setup before measuring survey points In this state this type of setup is regarded as an incomplete setup An incomplete setup can be accessed in the following ways fi When pressing SETUP F3 in the Begin screen of a program other than Setup a message is displayed to notify that the setup is incomplete It is then possible to a start Setup and continue to measure additional fixpoints OK F4 b start Setup and create a new station setup or NEW F2 c leave Setup and continue with the existing program ABORT F6 When pressing CONT F1 in the Begin screen of any program a message is displayed to notify that the setup is incomplete It is then possible to a continue with the ex
41. Overview Description Leica Geosystems antennas are predefined as default and can be selected from a list Additional antennas can be defined Default antennas contain an elevation dependent correction model New antenna correction models can be set up and transferred to the instrument using LGO GPS Survey TPS1200 79 6 2 2 Creating a New Antenna Editing an Antenna Access step by step Se MANAGE XX Antenna General page 80 Step Description 1 Refer to 6 1 Overview to access MANAGE Antennas 2 In MANAGE Antennas highlight an antenna When creating a new antenna highlight the antenna with offset characteristics similar to those required by the new antenna 3 Press NEW F2 EDIT F3 to access MANAGE New Antenna MANAGE Edit Antenna Editing antennas is similar to creating a new antenna All fields can be edited except those of Leica default antennas For simplicity the screens are called MANAGE XX Antenna 21 02 IR C E MANAGE eRI g EL New Antenna Reneral TRS Name B new antennal Hz Offset 0 0000 V Offset 0 1462 L1 PhOffset 0 0888 L2 PhOffset 0 0885 Copy Additional STORE F1 Corrections Yes p T h d uat o store the new antenna and to STORE PAGE return to MANAGE Antennas Description of fields Field Option Description lt Name gt User input A unique name for the new antenna lt Hz Offset gt
42. PROG key opens the TPS1200 Programs menu 2 Select Traverse and press CONT F1 3 Press CONF F2 to access TRAVERSE Configuration 10 29 TRAVERSE Her STD I 0 EL 8 Configuration Heas Method Foresight Single On d Code Yes f Auto Survey Display Mask User Guidance Q2at CONT PAGE Description of fields CONT F1 To accept changes and to access the subsequent screen DMASK F3 To edit the display mask currently being displayed in this field Avail able for lt Display Mask gt being highlighted on Parameters page Field Option Description lt MeasMethod gt B F F B B F B F B B F F B B F F B F All points are measured in face then measured in face II in reverse sequential order All points are measured in face then measured in face II Backsight point is measured in face immediately followed by the face Il Other points are measured in face face II order Backsight point is measured in face immediately followed by the face II Other points are measured in alternating face order All points are measured in face only lt Foresight gt Single or Multiple Option to define if only one foresight point or multiple points are used during the sets lt Auto Survey gt On or Off For instruments with ATR and lt Auto Survey On gt ATR search
43. Point Known Point Matoh Typo Pos amp Height 41 continue with the subsequent screen SURVY F5 uzat To measure a point and store it in the CONT suRvY local job Description of fields Field Option Description lt WGS84 Point gt Choicelist A WGS 1984 control point All WGS 1984 stored points from MANAGE Data Job Name can be selected lt Known Point gt Choicelist A local control point All local stored points from MANAGE Data Job Name of any class except NONE can be selected lt Match Type gt Pos amp Height The type of match to be made between Position Only the points selected in lt WGS84 Point gt Height Only or and lt Known Point gt The options avail None able depend on lt Transfrm Type gt in DET C SYS Step 1 Choose Transform Type Next step CONT F1 returns to DET C SYS Step 3 Match Points n and adds a new line of matched points to the matched points list TPS1200 Determine Coordinate System Nor mal 4 3 Transformation Results Access step by step DET C SYS Transformation Results Position page DET C SYS Transformation Results Parameters page Determine Coordinate System Nor mal Step Description 1 Refer to 4 1 Determining a New Updating a Coordinate System Follow the instructions to access DET C SYS Step 4 Check Residuals 2 Press RESLT F3 to access DET C SYS Transformation Results
44. STORE STORE F1 To store the measured point When lt Auto STORE Yes gt in CONFIGURE Point Occupation Settings the measured point is stored automatically F1 changes to OCUPY It may happen that a point with the same point ID exists in the job If the codes and or attribute values of the new and the existing point do not match a screen opens where they can be corrected SHIFT AVGE F2 To check the residuals for the averaged position Available for lt Averaging Mode Average gt and for more than one meas ured coordinate triplet recorded for the same point SHIFT ABS F2 To check the absolute difference between measurements Available for lt Averaging Mode Absolute Diffs gt and for more than one measured coordinate triplet recorded for the same point SHIFT CONEC F3 and SHIFT DISCO F3 To dial the number of the reference station configured in the active configuration set and to hang up immediately after the survey is completed Available for GPS real time devices of type digital cellular phone or modem Available for lt Auto CONEC No gt in CONFIGURE GSM Connection SHIFT INIT F4 To select an initialisation method and to force a new initialisa tion Available for configuration sets allowing phase fixed solutions SHIFT INDIV F5 and SHIFT RUN F5 To change between entering an individual point ID different to the defined ID template and the running point ID according to the ID
45. Select Reference Line and press CONT F1 3 CONT F1 to access REFLINE Reference Task Menu 4 REFLINE Reference Task Menu This screen defines the task to be performed Measure to Line or Measure to Arc Calculates the coordinates of a point from its position relative to the reference line arc Stake to Line or Stake to Arc Allows points to be staked relative to the reference line arc Gridstake Line or Gridstake Arc Allows a grid to be staked out relative to the reference line arc 5 Press CONT F1 to access REFLINE Choose Reference Line Select Reference page 6 Select lt Ref to Use Manually Enter gt The Reference The explanations for the softkeys given below are valid as indicated The fields avail page able depend on the options chosen for lt Task gt and lt Method gt on this screen a Cer X am CONT F1 REFLINE STD To accept changes and continue with Choose Reference in the subsequent screen Reference Ref to Use SLOPE F3 Nanuall Hethod 2 Points To set a slope from a defined refer Start Point PT49 p ence line arc Cut Fill values can End Point PT48 4f f Line Length 7 000 n then be displayed to the slope when measurements are taken along the reference line arc mar OFSET F4 CONT SLOPE OFSET SURVY PAGE To set horizontal and vertical offsets shifts and rotations on the defined reference line or to set horizontal and vertical of
46. Stn Code page is similar to MANAGE New Point Code page Refer to TPS1200 System Field Manual for information on coding Description of fields Field Option lt Point Code gt Description The thematical code for the offset point Available for lt Thematc Codes With Codelist gt All point codes from the job codelist can be selected The attributes are shown as output input or choicelist fields depending on their definition Choicelist TPS1200 183 184 Description Available for lt Thematc Codes Without Codelist gt Codes can be typed in but not selected from a codelist A check is performed to see if a point code of this name already exists in the job If so the according attributes are shown Available for lt Thematc Codes With Codelist gt The description of the code Field Option User input lt Code Desc gt Output lt Attribute n gt User input Available for lt Thematc Codes Without Codelist gt Up to eight attribute values are available Next step PAGE F6 changes to the Stn Plot page TPS1200 Setup 12 1 Overview Description Stakeout modes ee Coordinate system Height source Stakeout The Stakeout application program is used to place marks in the field at predeter mined points These predetermined points are the points to be staked The points to be staked may e have been uploaded to a job on the instr
47. The explanations for the softkeys given below are valid in all cases ERME PE CONT F1 e STD T EL AEE o TEA To confirm the selections and to Point ID 1005 continue with the subsequent screen Stake Offset 0 260 n LINE F4 Mong Eine 5 250 a To define select a reference line arc Chainage SURVY F5 Design Ht a 0 100 u To measure a point relative to the reference line arc muzar SHIFT CONF F2 CONT LINE SURVY To configure the reference line arc SHIFT INDIV F5 and SHIFT RUN F5 To change between entering an indi vidual point ID different to the defined ID template and the running point ID according to the ID template Description of fields Field Option Description lt Point ID gt User input The point ID of the target point to be staked lt Stake Offset gt User input The offset from the reference point to the target point lt Along Line gt User input Available for lt Task Stake to Line gt Hori zontal distance from the start point to the reference point along the reference line TPS1200 Reference Line The Ref Line page Reference Line Field Option Description lt Along Arc gt User input Available for lt Task Stake to Arc gt Hori zontal distance from the start point to the reference point along the reference arc lt Chainage gt User input Chainage along the line arc This is the chainage of the start of the reference line a
48. a point is stored lt None gt Does not change the station after a point is stored Previous Proceeds to the next key point down station after each stored staked point Next Proceeds to the next key point up station after each stored staked point lt Ref Tangent gt Back or Forward Sets the tangent to be used when staking items in void areas lt Densify Arc gt Yes or No Option to use a different station increment along a curve lt Small Radius gt User input Available for lt Densify Arc Yes gt Defines the threshold value of a small radius curve for example curve of radius smaller than this value uses the station increment defined in the following field lt Curve Inc gt User input Available for lt Densify Arc Yes gt Station increment to be used along the small radius curve Next step PAGE F6 changes to the Logfile page Refer to 1 2 Configuration of a Logfile TPS1200 Reference Line 8 3 Starting Reference Line 8 3 1 Manually Entering a Reference Line Arc Ee This chapter does not apply for staking to polylines Refer to 8 7 Staking to a Poly line Description e A reference line arc can be defined by manually entering known parameters The line arc is only temporary and is not stored when the program is quit closed Access Ste Description step by step p BS 1 PROG The PROG key opens the TPS1200 Programs menu 2
49. accepts the changes and accesses REFLINE Choose Polyline Refer to 8 7 Staking to a Polyline TPS1200 99 8 3 2 Selecting an Existing Reference Line Arc ee Description Access step by step The Reference page The Map page 100 This chapter does not apply for staking to polylines Refer to 8 7 Staking to a Poly line Reference lines arcs can be created edited stored deleted in the lt Control Job gt Step Description 1 PROG The PROG key opens the TPS1200 Programs menu 2 Select Reference Line and press CONT F1 3 CONT F1 to access REFLINE Reference Task Menu 4 REFLINE Reference Task Menu This screen defines the task to be performed For a description of the tasks refer to 8 3 1 Manually Entering a Reference Line Arc Select a task except Stake to Polyline 5 Press CONT F1 to access REFLINE Choose Reference Line Select Reference page 6 Select lt Ref to Use Select from Job gt The explanations for the softkeys and the fields are as for manually entering a refer ence line The lt Method gt field is not available and all line definition fields are outputs all other differences are described below Refer to 8 3 1 Manually Entering a Reference Line Arc for information The fields shown depend on e the task selected in REFLINE Reference Task Menu AND the option chosen for lt Method gt in REFLINE New Reference XX
50. and ATR measurements are done to specified targets and subsequent sets lt Display Mask gt Choicelist The user defined display mask to be shown in TRAVERSE XX Set X X TPS1200 Traverse Field Option Description lt User Guidance gt Yes or No To activate deactivate helpful message dialogs to assist in using the Traverse program Next step PAGE F6 changes to Tolerances page TRAVERSE Description of fields Configuration z Tolerances page Field Option Description lt Use Tolerance gt Yes or No The entered horizontal vertical and distance tolerances are checked during the measurements to verify accurate pointing and measurements lt Hz Tolerance gt User input Tolerance for horizontal vertical direc lt V Tolerance gt or tions and distances lt Dist Tol gt lt BS Ht Tol gt User input Tolerance for the backsight height Next step PAGE F6 changes to Logfile page Refer to 1 2 Configuration of a Logfile Traverse TPS1200 225 17 3 Traverse Methods 17 3 1 Starting Traverse Access step by step TRAVERSE Traverse Information 226 Step Description 1 PROG The PROG key opens the TPS1200 Programs menu 2 Select Traverse and press CONT F1 3 Press CONT F1 to access TRAVERSE Traverse Information 44 49 S TRAVERSE e I 0 ea Traverse Information _ s_ siO CONT
51. configuration set and to hang up immediately after the survey is completed Available for GPS real time devices of type digital cellular phone or modem Available for lt Auto CONEC No gt in CONFIGURE GSM Connection SHIFT INIT F4 To select an initialisation method and to force a new initiali sation Available for configuration sets allowing phase fixed solutions Description of fields Field Option Description lt Station ID gt Output Station ID as entered in SETUP Station Setup 164 TPS1200 Setup Setup Field Option Description lt Instrument Ht gt Output Instrument height as entered in SETUP Station Setup SmartAntenna offset is automatically added but not displayed lt 3D CQ gt Output The current 3D coordinate quality of the computed position lt Time at Point gt Output The time from when the point is occu pied until point occupation is stopped lt RTK Positions gt Output The number of GPS real time positions recorded over the period of point occu pation lt Msd PP Obs gt Output The number of static observations recorded over the period of point occu pation Available only when the recording of static observations is configured TPS1200 165 11 4 Setup with SmartPole Access step by step SETUP Survey Survey 166 Step Description 1 Access SETUP St
52. control target points Select Meas All Now if a Standard setup is required Select Add Points Later if an On the Fly setup is required Press CONT F1 to access SETUP Measure Target 1 SETUP Measure Target ALL F1 or REC F3 or GPS F4 to measure a point with GPS oo NoD Refer to 11 8 Setup Method Orientation amp Height Transfer for details on all fields and keys This screen is similar to SETUP Measure Target XX for the setup method lt Method Ori amp Ht Transfr gt Refer to 11 8 Setup Method Orientation amp Height Transfer for screen information and a description of fields TPS1200 Setup 11 10 Setup Method Local Resection Description Requirements Access step by step SETUP Measure Target XX Setup This setup method is only applicable to TPS1200 and not to SmartStation This method can be used to calculate the two or three dimensional local coordi nates for the instrument station and the orientation of the horizontal circle from distance and angular measurements to two target points The first target point always defines the origin of the local coordinate system The second target point in conjunction with the first target point always defines the local direction of North or East depending on the configuration settings Important features all coordinates calculated are local coordinates the first target point always defines
53. dialogs during a measurement set This choicelist is not available when lt Stop For Never gt No Time Out There is no automatic closure of message 1 sec to 60 sec dialogs When a message dialog appears it is only closed by pressing YES F4 All message dialogs are automatically closed as defined by these individual time settings lt Timer Monit gt Yes No This input field is only available when Monitoring is registered through the licence key Automatic monitoring of target points is activated Automatic monitoring of target points is not activated The Sets of Angles applica tion will apply Next step PAGE F6 changes to the Tolerances page Description of fields Field Option Description lt Use Yes or No The entered horizontal vertical and Tolerances gt distance tolerances are checked during the measurements to verify accurate pointing and measurements lt Hz Tolerance gt User input Tolerance for horizontal vertical direc lt V Tolerance gt or tions and distances lt Dist Tolerance gt TPS1200 Sets of Angles Next step PAGE F6 changes to the Logfile page Refer to 1 2 Configuration of a Logfile Sets of Angles TPS1200 145 10 2 3 Managing the Points List Access MANAGE Points List MANAGE New Points List General page 146 Highlight Manage Points List in SETS Sets of Angles Menu and CONT F1 7H B
54. direction of line of sight Output field for the chosen reflector Input field for the reflector height Output field for the last recorded distance Output field for the measured slope distance Output field for the time from when the point is occupied until point occupation is stopped Appears in the display mask during the point occupation Output field for the vertical angle Next steps CONT F1 closes the screen and returns to SURVEY Configuration Auto Points page TPS1200 203 14 3 Auto Points Requirements Access step by step SURVEY Survey Job Name Auto page 204 lt Log Auto Pts Yes gt in SURVEY Configuration Auto Points page Step Description 1 PROG The PROG key opens the TPS1200 Programs menu Select Survey and press CONT F1 2 3 Press CONT F1 to access SURVEY Survey 4 Press PAGE F6 until the Auto page is visible The softkeys and the field lt Auto Pt ID gt are always displayed Other fields may be displayed depending on the display mask configured KOE IRe 7 T a START F1 SURVEY H Oar I To start logging of auto points and Survey active job offset points if configured or for lt Log Auto Pt ID By User Decides gt to start the Reflector Ht 1 260 ns chain to which the auto points should Hsd Auto Pts 34 be assigned The first auto point is Code Auto lt None gt 4 stored Code Desc Tee S
55. err STD Ro Measure Points Ref ine M Point ID Reflector Ht 1 260 nm AOffset 99 650 nm Chainage 135 050 a ALine 135 050 n AHt Start 74 920 w Height 75 020 nv Q2at ALL DIST REC LINE STAKE PAGE TPS1200 ALL F1 To measure and record the current position DIST F2 To measure and display distances The difference between the current position and the point being staked is displayed REC F3 To record displayed values LINE F4 To define select a reference line arc STAKE F5 To define reference line offsets to be staked out in relation to the reference line SHIFT CONF F2 To configure a reference line arc SHIFT AVGE F2 To check an exceeding of the threshold settings for the differences for the position and height compo nents between the averaged point and the point being stored SHIFT 2FACE F4 To take a measurement in Face and Face II The point stored is an average of the two measurements 109 110 Description of fields When using instruments fitted with ATR the point is automatically measured in both faces the resulting point is stored and the instrument is returned to the first face This hotkey is only available for lt EDM Mode Standard gt and lt EDM Mode Fast gt and in the Survey Reference Line and Stakeout programs SHIFT INDIV F5 and SHIFT RUN F5 To change between entering an indi vidual point ID different to the defined ID template a
56. in STAKEOUT Configuration Heights page The height of the current position is displayed as orthometric height If the orthometric height cannot be displayed the local ellipsoidal height is displayed If it is not possible to display the local ellip soidal height the WGS 1984 height is displayed lt Design Ht gt or User input Available for lt Edit Height Yes gt in lt D Ht gt STAKEOUT Configuration Heights page The design height which is the height of the point to be staked is displayed as orthometric height If the orthometric height cannot be displayed the local ellip soidal height is displayed If it is not possible to display the local ellipsoidal height the WGS 1984 height is displayed The value for lt Height Offset gt configured in STAKEOUT Configuration Heights page is not taken into account Next step PAGE F6 changes to the Map page Stakeout TPS1200 193 12 4 Stakeout Difference Limit Exceeded Description Access STAKEOUT Difference Limit Exceeded 194 If configured a check is made on the horizontal and or vertical coordinate distance from the staked point to the point to be staked when storing a staked point The screen shown below is accessed automatically when the staked point is stored if either of the configured difference limits are exceeded The availability of the fields depends on the configured lt Stake Mode gt and lt Use DTM gt For
57. input The horizontal offset between 1000 m and 1000 m at which the offset point is collected lt Height Offset gt User input The height offset between 100 m and 100 m from the related auto point lt Identifier gt User input The identifier with up to four characters is added in front of or at the end of the ID of the auto point This ID is then used as the point ID for the related offset point lt Prefix Suffix gt Prefix or Suffix Adds the setting for lt Identifier gt in front of or at the end of the auto point ID Next step PAGE F6 changes to the Code page The setting for lt Thematc Codes gt in CONFIGURE Coding amp Linework determines the availability of the fields and softkeys They are identical to those of thematical coding with without codelist Up to three attribute values can be stored Refer to the TPS1200 System Field Manual for information on coding TPS1200 Survey Auto Points HES Survey Remote Point 15 1 Overview Description Remote point is used to determine the 3D coordinates of inaccessible points for example on bridges The horizontal distance to a base point directly underneath or above the remote point is measured Then the instrument is aimed at the remote point The coordinates of the remote point are calculated with the distance measured to the base point and the angles measured to the remote point Diagram PO Instrument station P
58. lt Offset AHt gt Output The vertical distance between current position and adjusted plane Next step PAGE F6 changes to REFPLANE Measure Points to Plane Map page Softkey Description SHIFT FACE F1 To access the face view of the plane SHIFT PLAN F1 To access the plan view of the plane Next step PAGE F6 changes to another page on this screen TPS1200 137 9 5 Scanning a Plane Description Diagram Scan a new plane step by step 138 Face Scan automates the process of measuring a sequence of points along the defined and the vertical tilted or horizontal face The boundaries of the window of interest interval values for vertical and horizontal grid are defined by the user Face scan can be run on motorised instruments with the option reflectorless EDM only TPS12_160 Known P1 First corner of plane P2 Second corner of plane d1 lt Horizontal gt grid spacing d2 lt Up Slope gt grid spacing Unknown Grid point coordinates Step Description ld PROG The PROG key opens the TPS1200 Programs menu Select Reference Plane and press CONT F1 Press CONF F2 to access REFPLANE Configuration Press CONT F1 to access REFPLANE Choose Task amp Reference Plane 2 ee 3 4 Select lt Task Scan gt Select lt Plane to Use Create New Plane gt ad Press CONT F1 to access REF
59. mation All CSCS models from MANAGE CSCS Models can be selected Next step CONT F1 continues to DET C SYS Step 3 Match Points n DET C SYS This screen provides a list of points chosen from lt WGS84 Pts Job gt and lt Local Step 3 Match Pts Job gt The number of control points matched between both jobs is indicated in Points n the title for example DET C SYS Step 3 Match Points 4 Unless there is no pair of matching points in the list all softkeys are available 08 10 Her x am CALC F1 DET C SYS STD To confirm the selections compute step 3 Hatch Sig 4 the transformation and continue with the subsequent screen NEW F2 To match a new pair of points This pair is added to the list A new point can be measured EDIT F3 uzat To edit the highlighted pair of CALC NEW EDIT DEL MATCH AUTO matched points DEL F4 To delete the highlighted pair of matched points from the list MATCH F5 To change the type of match for a highlighted pair of matched points 56 TPS1200 Determine Coordinate System Nor mal AUTO F6 To scan both jobs for points that have the same point ID Points with matching point ID s are added to the list SHIFT PARAM F5 To configure Classic 3D transforma tion parameters for lt Transfrm Type Classic 3D gt or 2D amp Height transformation parameters for lt Transfrm Type Onestep gt and lt Transfrm Type Twostep gt in DET C SYS Step 1 Choos
60. mniema aiii 129 Open application programs cccceeeeees T ORIGN rro TE 134 Measure P Sets sets of angles sseeeeseeeeeseeseeeree 149 PLANE ekipite tev acttesen sot E 137 Setup POINTS os senile eid sies eect 175 TOA aie i aa 97 point Te VIF oicscs sou dindecse crcehasacincscceiehecbseasesb0s tessccek 97 Auto E E E AA E E E 199 Measured point 91 Hema to Modify values in COGO cesssssssssssssssssssssesssssesee 7 a soreness 186 187 Point ID N Next available Negative offset COGO cccccccccseeseeseeseteeneens 22 Real time rover operations 00 77 Next available point ID Static operations eee eee eee 235 Real time rover operations c ccceeeeceee ZT POLLING sevvsteccsccpsveestecsescrecabeciatbestediedvsdsbebuteraareseees Static Operations c ccccccccccesececetseseeees 235 Selection North orientate to polyline StakeOut oT E 186 preparing data Positive offset COGO o ppm transformation results cceeeeeeees 61 Offset PROG eee ne nee nee 7 10 12 13 Reference line cccscceeeeseeeteeteeeteeteeees 103 Properties Reference Plane ccccesceeeesteeeeeeteeees 132 points in GPS mode onssas 75 Stakeout height eeseeecseceseeccee tees 189 Setup POints oes essences 159 Type in COGO intersection ccceeeeeeeeeeee 28 R Offset auto points ccceeececeeceseeteesseeeeteeeaes 207 RANGE sun sctcessteisetstcness se
61. only GPS Code only Source GPS Survey GPS Survey Instrument source GPS GPS KERE S ELE GPS SURVY Her gau E Soe GPS Survey Begin x Job construction 4 lt None gt lt None gt 4P CONT F1 To accept changes and access the subsequent screen The chosen Coord System Codelist Config Set Est Antenna ATX1230 SmartStn 4 settings become active CSYS F6 uzat To select a different coordinate CONT csys system Description of fields Field Option Description lt Job gt Choicelist The active job All jobs from Main Menu Manage Jobs can be selected lt Coord System gt Output The coordinate system currently attached to the selected lt Job gt lt Codelist gt Choicelist No codes are stored in the selected lt Job gt All codelists from Main Menu Manage Codelists can be selected TPS1200 75 GPS SURVEY GPS Survey Survey page 76 Field Option Description Output Codes have already been stored in the selected lt Job gt If codes had been copied from a System RAM codelist then the name of the codelist is displayed If codes have not been copied from a System RAM codelist but typed in manually then the name of the active job is displayed lt Config Set gt Choicelist The active configuration set All configuration sets from Main Menu Manage Configura tion Sets can be selected lt Antenna gt Choicelist Opening
62. ooo ee n dAzimuth gt 45 00 00 Horiz Dist n Height 5 ee 7 q Refer to the description of softkeys for ALL DIST REC GPS DONE details on softkeys and their functionality TPS1200 175 176 Description of screen softkeys Key Description ALL F1 To measure and store distances and angles to the backsight points DIST F2 To measure and display distances REC F3 To records displayed values to the current job GPS F4 Available when using SmartPole To enter the GPS Survey screen the same screen as for SmartRover and measure a point with GPS The antenna height is automatically converted from the reflector height STORE F1 to store the point and leave the GPS Survey screen The point is stored to the lt Job gt and copied to the lt Fixpoint Job gt where it can be used as a target for the setup ESC or SHIFT QUIT F6 to leave the GPS Survey screen CALC F5 Available once sufficient data is available for calculation DONE F5 Available when Fixpoints Add Points Later To temporarily exit the Setup program The station setup will be incomplete but can be continued and completed at a later time This softkey is replaced by CALC F5 when sufficient data is available SHIFT FIND F2 Available once sufficient data is available for calculation To guide the reflector to the selected target point SHIFT POSIT F4 Av
63. order they were defined and measured in SETS Measure New Points truncated to six digits from the right o Hz V and o Standard deviation of all Hz V readings or distance measure Dist ments to the current point Mean Hz Mean V Mean value of all Hz V readings or distance measurements and Mean SD to the current point Next step CONT F1 accesses SETS Sets of Angles Menu Sets of Angles TPS1200 153 10 3 Monitoring Description Important aspects Access Monitoring preparation 154 Monitoring is a module integrated within the Sets of Angles application program Monitoring uses a timer to enable repeated and automated angle and distances measurements to pre defined target points at defined intervals The ability to configure the handling of message dialogs during measurement sets is also enabled For monitoring instruments must be motorised Monitoring is licence protected and is only activated through a licence key The licence key can be entered manually or loaded from the CompactFlash card Refer to 10 2 1 Accessing Sets of Angles for details on accessing Monitoring This step by step desciption is an example on preparing a set for monitoring Refer to 10 2 Sets of Angles for a complete description of the Sets of Angles program Step Description 1 PROG The PROG key opens the TPS1200 Programs menu 2 Select Sets of Angles an
64. reference Use Start Point Use DTM Model line arc Heights are computed relative to the height of the starting point When using a reference arc this option is automatically applied The stake out height is computed from the DTM being used lt Edit Height gt No The height of the current position is displayed while staking out The value cannot be changed Yes The height of the point to be staked is displayed while staking out The value can be changed Next step PAGE F6 changes to the Polyline page Description of fields Field Option Description lt Stake Points gt Choicelist PC PT AP PC PT AP BP TPS1200 Sets the type of horizontal points to be staked Refer to 8 7 4 Staking Operation for a graphic and an explanation of the abbreviations Only these horizontal key points are calculated for staking skipping the radius and midpoints of arcs and the angle bisector point on lines Only these horizontal key points are calculated for staking skipping the radius point and midpoint of all arcs 95 96 Field Option Description PC PT AP RP Only these horizontal key points are MCP calculated for staking skipping the angle bisector point ALL All horizontal key points are available for stakeout Refer to 8 7 4 Staking Opera tion for a list of all keypoints lt Auto Incrment gt Sets behavior of the stationing after
65. resulting point is stored and the instrument is returned to the first face This hotkey is only available for lt EDM Mode Standard gt and lt EDM Mode Fast gt and in the Survey Reference Line and Stakeout programs SURVY F5 To access Survey application program to measure points inde pendent from the Stakeout applica tion program To return to Stakeout application program press SHIFT QUIT F6 or ESC SHIFT CONF F2 To configure stakeout SHIFT POS2D F3 To position the telescope X Y onto the point to be staked SHIFT POS3D F4 To position the telescope X Y Z onto the point to be staked SHIFT MSTAK F5 To enter angle and distance values to stake out a point Description of fields Field Option Description lt Point ID gt Choicelist The point ID of the point to be staked 192 TPS1200 Stakeout Field Option Description lt Reflector Ht gt or User input The default reflector height as defined in lt hr gt the active configuration set is suggested lt A Hz gt Output The difference of the horizontal angle from the point to be staked to the current position C _ For lt Orientate From Station gt and lt Orientate To Station gt the value is calculated and displayed permanently For other orientation methods the distance must be measured before the value can be displayed lt Height gt or lt Ht gt Output Available for lt Edit Height No gt
66. template Description of fields Field Option Description lt Point ID gt User input The identifier for manually occupied points The configured point ID template is used The ID can be changed To start a new sequence of point ID s over type the point ID For an individual point ID independent of the ID template SHIFT INDIV F5 SHIFT RUN F5 changes back to the next ID from the configured ID template TPS1200 77 GPS SURVEY GPS Survey Code page GPS SURVEY GPS Survey Map page 78 Field Option Description lt Instrument Ht gt User input Current instrument height SmartAntenna offset is automatically added but not displayed lt 3D CQ gt Output The current 3D coordinate quality of the computed position lt Time at Point gt Output The time from when the point is occupied until point occupation is stopped lt RTK Positions gt Output The number of GPS real time positions recorded over the period of point occupation Next step PAGE F6 changes to the Code page The setting for lt Thematc Codes gt in CONFIGURE Coding Settings determines the availability of the fields and softkeys Next step PAGE F6 changes to the Map page The Map page provides an interactive display of the data Next step PAGE F6 changes to the first page on this screen TPS1200 GPS Survey 6 2 Management of Antennas 6 2 1
67. the origin ofthe local coordinate system North 0 East 0 Height 0 optional The second target point in conjunction with the first target point always defines the local direction of North or East Step Description 1 Press PROG to access the TPS1200 Programs menu Select and activate Setup to move to the first screen Press CONT F1 to access SETUP Station Setup 2 3 4 lt Method gt Ensure that Local Resection is selected lt Station ID gt Enter the instrument station lt Instrument Ht gt Enter the height of the instrument station lt Stn Ht From gt Select the source for the instrument station height lt Station Ht gt Enter the elevation of the instrument station Press CONT F1 to access SETUP Measure Target 1 This screen is similar to SETUP Measure Target XX for the setup method lt Method Ori amp Ht Transfr gt Refer to 11 8 Setup Method Orientation amp Height Transfer for screen information and a description of fields TPS1200 179 11 11 Setup Results Least Square and Robust Calculation Access SETUP Results XX Stn Coords page 180 Press CALC F5 in the SETUP Measure Target XX screen The explanations for the softkeys given below are valid for the Stn Coord and Sigma page Fiza G eS 7D SETUP Her STD g 3 A A Results Least sa Stn fRnnrds SigaalStn Cade Pint Station ID 0001 No of Points 4 Sct Instrument Ht
68. the remaining segment lt Delta Angle gt User input The angular value by which new points will be defined on the arc lt Start PtID gt User input The point ID to be assigned to the first new point on the line lt PtID Inc gt User input lt Start PtID gt is incremented numerically for the second third etc point on the line Next step CALC F1 to access COGO Segmentation Results COGO The coordinates of the new points are calculated The heights are computed along Segmentation the line assuming a linear slope between lt Start Point gt and lt End Point gt Results Field Option Description lt Number of Output Describes the number of resulting Segments gt segments for the line including the remaining segment if it applies lt Last Segment Output Available for lt Method Segment Lgth gt Length gt The length of the remaining segment Next step PAGE F6 changes to the Plot page COGO TPS1200 35 2 8 COGO Calculation Shift Rotate amp Scale Manual Method Description The COGO calculation shift rotate amp scale manual applies shifts and or rotation and or scale to one or several known points The values for shifts and or rotation and or scale are typed in manually Diagrams a Pie i 1 I 1 PZo L i a i a l z Shift Ge Pie j a a Height Pe b Easting vA P1 P2 Known point GPS12_155 P26 57 P1 P2 Shifted point a Rotat
69. the remote point calculated from the horizontal distance to the base point and the current vertical angle lt Horiz Dist gt Output The horizontal distance measured to the base point lt Easting gt Output Calculated Easting Northing coordinate lt Northing gt and or height for the remote point lt Height gt Next step STORE F1 stores the remote point Survey Remote Point TPS1200 211 212 TPS1200 Survey Remote Point 16 Survey Cross Section 16 1 Overview Description Template Cross section methods and directions Survey Cross Section e The Survey Cross Section application program allows for the automatic changing of codes during a survey e The codes for the elements in the cross section to be surveyed are all stored and pre defined in a template The codes are then automatically changed after each point observation Templates are used to pre define the order of the codes for the survey A template pre defines e the coding sequence of a cross section e the type of coding Templates can be applied to the ZigZag method or the Same Direction method e in either a forward direction or in a backward direction ZigZag Same Direction j GPS12_168 GPS12_169 TPS1200 213 16 2 Configuring Survey Cross Section Access X SECTION Configuration General page 214 Step Description 1 PROG T
70. used The ID can be changed To start a new sequence of point ID s overtype the point ID Foran individual point ID independent of the ID template SHIFT INDIV F5 SHIFT RUN F5 changes back to the next free ID from the configured ID template lt Ortho Ht gt or User input lt Local Ell Ht gt is displayed when entering the Result page A height value to be stored with the calculated point can be typed in lt Offset Point gt Output Point ID of offset point Available for lt Task Calc Base Point gt TPS1200 33 COGO XX Results Code page COGO Define Segmentation 34 Field Option Description lt ALine XX gt Output Horizontal distance from start point to base point Available for lt Task Calc Base Point gt lt AArcDist XX gt Output Horizontal distance along the arc from start point to base point Available for lt Task Calc Base Point gt lt AOffset XX gt Output Offset from base point to offset point Positive to the right and negative to the left of the line Available for lt Task Calc Base Point gt lt Line Length gt Output Length of line from start point to end point Available for lt Task Calc Offset Point gt lt Line Brng gt Output Bearing of line from start point to end point Available for lt Task Calc Offset Point gt lt Arc Radius gt Output Computed radius of arc Available for lt Task Ca
71. 05 nm To measure a known point Available when lt Start Point gt lt Second Gat Point gt or lt End Point gt is high STORE SURVY PAGE lighted Description of fields Field Option Description lt Ref ID gt User input The ID of the new reference line arc The other fields available depend on the option chosen in REFLINE Reference Task Menu and for lt Method gt in this screen When editing a reference line arc all line definition fields are outputs Refer to 8 3 1 Manually Entering a Reference Line Arc for descriptions Next step PAGE F6 changes to the Map page The Map page The Map page provides an interactive display of the data When editing a reference line arc this page is a Plot page and the reference line arc can be viewed but not defined using this page Next step STORE F1 stores the changes and returns to REFLINE Manage Reference XX TPS1200 Reference Line 8 3 3 Defining the Offsets related to a Reference Line Arc ee Description Access step by step Defining the offsets Reference Line This chapter does not apply for staking to polylines A reference line can be offset shifted and rotated a reference arc can be offset Step Description 1 PROG The PROG key opens the TPS1200 Programs menu Select Reference Line and press CONT F1 2 3 CONT F1 to access REFLINE Reference Task Menu 4 REFLINE Reference Ta
72. 09 36 _ PA CONT F1 DET C SYS Her il a xy To return to DET C SYS Step 4 Check Residuals nsit inn Height Shift dX 249519 0014 n SCALE F4 or PPM F4 Shift dY 768220 2394 n Available on the Position page To Rotation 6544 36979 switch between lt Scale gt displaying Scale 34 6424 ppn the true scale and displaying the ppm Rot Orig X 3 6845 n RMS F5 or PARAM F5 Rot orig f SeT T To switch between the root mean CONT SCALE RNS PAGE square values of the parameters and the actual parameter values The name of the screen changes to DET C SYS Transformation Results rms when displaying rms values Description of fields Field Option Description lt Shift dX gt Output Shift in X direction lt Shift dY gt Output Shift in Y direction lt Rotation gt Output Rotation of transformation lt Rotations X gt Output Rotation around the X Y or Z axis lt Rotations Y gt or lt Rotation Z gt lt Scale gt Output Scale factor used in transformation Either true scale or ppm lt Rot Orig X gt Output Position in the X direction of the origin of rotation lt Rot Orig Y gt Output Position in the Y direction of the origin of rotation Next step IF THEN lt Transfrm Type Onestep gt or lt Transfrm Type Twostep gt PAGE F6 changes to the Height page lt Transfrm Type Classic 3D gt PAGE F6 changes to the Rotn Origin page
73. 1 255 n Stn Easting 100 000 n Stn Northing 100 000 m Stn Height P 10 001 m Now Azimuth a 299 9953 way Refer to the description of softkeys for Q2 SET ROBST INFO SURVY PAGE details on softkeys and their functionality Description of screen softkeys Key Description SET F1 To set data selected in lt Set gt COORD F2 To view other coordinate types ROBST F3 or To display the results for the robust or the least squares LSQRS F3 calculation method INFO F4 To display additional information DONE F5 Available when Fixpoints Add Points Later To temporarily exit the Setup program The station setup will be incomplete but can be continued and completed at a later time SURVY F5 Available when Fixpoints Meas All Now To measure more target points SHIFT ELL H F2 or To change between the ellipsoidal and the orthometric SHIFT ORTH F2 height SHIFT 3 PAR F2 or Switches between a 3 parameter and 4 parameter helmert SHIFT 4 PAR F2 __ calculation The results are immediately updated SHIFT OTHER F5 Available if two solutions were calculated Changes between these solutions Description of fields Field Option Description lt Station ID gt User input Station ID of the current station set up lt No of Points gt Output Number of points used in calculation TPS1200 Setup SETUP Results XX Sigma page SETUP
74. 1 Base point P2 Remote point d1 horizontal distance to the base point a vertical angle between base point and remote point TPS12_112 a Vertical axis from P1 to P2 Ee To ensure correct results the remote point and the reflector must be lined up verti cally If it is not possible to maintain an exactly vertical line the acceptable lt Hz Dist Tol gt must be chosen The horizontal distance to the remote point and to the base point should coincide Survey Remote Point TPS1200 209 15 2 Configuring Remote Point Access step by step SURVEY Configuration Remote Pt page 210 Step Description 1 PROG The PROG key opens the TPS1200 Programs menu 2 Select Survey and press CONT F1 3 Press CONF F2 to access SURVEY Configuration Description of fields Field Option Description lt Use Remote Pt gt Yes or No Activates or deactivates the remote point function lt Hz Dist Tol gt User input The horizontal distance to the remote point is equal to the horizontal distance of the base point The value for lt Hz Dist Tol gt is the maximum tolerated length of the chord between the base point and the remote point lt Display Mask gt Choicelist Displays lt None gt until a display mask is chosen Next step CONT F1 exits the screen SURVEY Configuration TPS1200 Survey Remote Point 15 3 Remote Point Description ese
75. 17 3 Traverse Methods 226 17 3 1 Starting Traverse 226 17 3 2 Measuring Traverse 227 17 3 3 Traverse Point Statistics and Traverse Results 228 17 3 4 Traverse Close Angle 231 TPS1200 5 18 Volume Calculations 233 18 1 The Volume Calculations Menu 233 18 2 Step 1 Surveying the Points 234 18 3 Step 2 Triangulating the Surface 236 18 4 Step 3 Computing the Volume 239 Index 241 TPS1200 Table of Contents 1 Application Programs Getting Started 1 1 Starting an Application Program Access an application program step by step Step Description 1 PROG The PROG key opens the TPS1200 Programs menu Select an application program from the menu Press CONT F1 to access a Begin screen specific licence key This can either be typed in Main Menu Tools Licence Keys or the first time the application program is started 2 3 Some application programs are protected They are activated through a ee Four application programs can be open at one time XX Begin is shown for the application program opened first but not for the following applica tion programs XX Begin SURVEY Survey Begin is shown as an example Additional fields are available for particular application T mi N E SURVEY Her STD E 3 CONT F1 Survey Begin x bb active job To accept changes and access the Coord Syste diis subsequent screen Codelist mere CONF F2 To confi
76. 200 SLAKCOUE siriasi aitatik ria 185 Offset auto points ueis 208 Survey Remote point scecsscsececsecseessesteesseseeseeseens 210 AUtO POINES s cesses tes eesecs tess tesseesneenes 199 Sets Of anglas seccare ni 143 General ss ssssessssssrrtsessenstrrrreesssnnrrtreeennns 195 Selly EE E E er 160 Remote point 209 Stakeoul mansn EN 186 TTAVETSE nesssssieissessssitirteeessentrtreetssnnrrreeensnnne 223 Traverse en 224 Application programs Control PONS yese scsc lt ccen i dyeeteretdsh esses eee 49 Open maximum number c cece 7 Coordinate ATC TOTETENCS szetctietsi leith cdi eee ssidesethactntes Aetihlecs 91 Geometry calculations ccscssesseeseee essen 11 Area calculations Coordinate system COGO calculation method cece 30 Determine E 49 55 Arrow orientate too eee cece eee eeeeeteeeeee 93 Normal Method o ccccccccccccccccceccccccecccceceeeeeece 55 Arrow orientate to Stakeout ee 186 One point localisation ccecceesee eee 63 Update Index TPS1200 241 Create Antenna Cross Section Survey configure Cross Section Template CCAS aaor E 219 e E AE E eaten 219 D data preparing for staking polylines 0 4 118 Default recall Auto points 20 0 eee ee eeeeececeeeeeeeeeeeeeteeeeeneeeeeeeee 202 Sets of Angles ccccceecseeeeeseeeeeeteeeeeneeees 143 Define reference arc oo eee cece eee eteeteneeeeee 91 Define reference line oo eee eee eeee terete 91
77. Application Program 7 1 2 Configuration of a Logfile 10 2 COGO 11 2 1 Overview 11 2 2 Accessing COGO 12 2 3 Configuring COGO 13 2 4 COGO Calculation Inverse Method 16 2 4 1 Overview 16 2 4 2 Inverse Between Two Known Points 18 2 4 3 Inverse Between a Known Point and a Line 19 2 4 4 Inverse Between a Known Point and an Arc 20 2 5 COGO Calculation Traverse Method 22 2 6 COGO Calculation Intersections Method 26 2 7 COGO Calculation Line Arc Calculations Method 30 2 8 COGO Calculation Shift Rotate amp Scale Manual Method 36 2 9 COGO Calculation Shift Rotate amp Scale Match Pts Method 41 2 10 COGO Calculation Area Division 43 3 Determine Coordinate System General 49 3 1 Overview 49 3 2 Configuring Det Coord System 51 3 2 1 Configuring Det Coord System Normal 51 3 2 2 Configuring Det Coord System One Point Localisation 53 4 Determine Coordinate System Normal 55 4 1 Determining a New Updating a Coordinate System 55 4 2 Selecting Editing a New Pair of Matching Points 60 4 3 Transformation Results 61 5 Determine Coordinate System One Point Localisation 63 5 1 Accessing Det Coord System One Point Localisation 63 5 2 Det Coord System Onestep Twostep Transformation 64 5 2 1 Determining a New Coordinate System 64 5 2 2 Computing the Grid Scale Factor for Twostep Transformation 70 5 2 3 Computing the Height Scale Factor for Twostep Transformation 71 5 3 Det Coord System Classic 3D Transformation 72 5 4 Computing R
78. Available for lt Edit Height Yes gt in lt D Ht gt REFLINE Configuration Heights page To type in the design height If a design height has been entered and SKIP F4 or LINE F5 is used the true grid height for the next point is shown as the suggested height Next step PAGE F6 changes to the Map page Reference Line TPS1200 117 8 7 Staking to a Polyline 8 7 1 Overview Description Preparing the data Options to convert the DXF file to a job 118 The reference line task Staking to a Polyline allows points to be staked relative to a polyline This option makes use of line and area data from CAD as simple as possible Line data can be created by one of the following methods Data from CAD saved into a DXF file Manually creating lines with existing points Measuring lines in the field Using Design to Field Using Alignment Tool Kit Creating Lines in LGO To facilitate the electronic transfer of lines from the plans to the surveying instru ment different tools have been created to read DXF format into a System1200 job DXF Import Copy the DXF files to the data directory on the CompactFlash card of the TPS1200 instrument Once the card is back in the instrument the DXF import program can be used to bring the lines into the job Design to Field This module is included in LEICA Geo Office and allows the conversion of DXF files into a System1200 job This method makes the t
79. CALC INY LAST SURVY PAGE To measure a known point for the calculation SHIFT CONF F2 To configure the program SHIFT MODIF F4 To modify the original azimuth distance or offset value PAGE F6 To change to another page on the screen Description of fields Field Option Description lt Method gt 2 Points or Pt Brg Dist The method for calculating the inverse result lt Start Point gt Choicelist The point ID defining the start of the line lt End Point gt Choicelist The point ID defining the end of the line lt Azimuth gt Output The direction from the first point to the second point lt HDist XX gt Output The horizontal distance between the two points lt Offset Point gt Choicelist The point ID defining an offset to the line Step Description 1 Press CALC F1 to calculate the inverse result 2 Press STORE F1 to store the inverse result to the active job There are no points stored to the database only the inverse result 3 Inverse results can be exported from the job using a format file The format file is created with Format Manager in LEICA Geo Office TPS1200 19 2 4 4 Access Calculating 20 Inverse Between a Known Point and an Arc Refer to 2 2 Accessing COGO to access COGO Inverse 23 06 IR WEL CALC F1 COGO e STD I E 8S a To calculate the result INV F2 Method To calculate the inve
80. ED X SECTION e STD I E x By Add Element Element No 4 Code Type Thematic Codes Code ee Code Desc building corner CONT NEXT Description of columns CONT F1 To add the element at the end of the cross section template or to store the changes To return to the screen from where this screen was accessed NEXT F5 Available in X SECTION Add Element To add the element at the end of the cross section template To stay in this screen and create the next element PREV F5 Available in X SECTION Edit Element in Template To store the changes To stay in this screen and edit the previous element NEXT F6 Available in X SECTION Edit Element in Template To store the changes To stay in this screen and add the next element Field Option Description lt Element No gt Output For X SECTION Add Element and X SECTION Insert Element The number of the element to be added For X SECTION Edit Element in Template x Number of the element to be edited y Total number of elements on the active template lt Code Type gt Free Code Thematic Codes To store a code independent of the element as time related information To store a code together with the element lt Rec Free Code gt After Point or Before Point Available for lt Code Type Free Code gt Determines if a free code is stored before or after the point lt Code free gt Choicelist The c
81. EFLINE Choose Polyline with EDIT F2 lt Length gt Output The length of the line lt End Chainage gt Output The chainage of the end of the line lt Chainage gt User input The chainage to be staked initially Any chainage can be entered TPS1200 Reference Line REFLINE Stake Coords page REFLINE Stake Map page Reference Line Field Option Description lt Offset gt User input The distance to stake off the line Any value between 2000 m and 2000 m can be entered lt Vert Shift gt User input To shift the line vertically The best example of the use of this feature is a situ ation where all grades of the line are finish grade but the stakes are set referenced to sub grade lt Chainage Inc gt User input The interval at which chainages will be staked Incrementing begins from lt Chainage gt set above Next step PAGE F6 changes to the Coords page This page allows to validate the coordinate values of the point to be staked Next step PAGE F6 changes to the Maps page This page allows to visualize the position of the points Top line shows the current horizontal geometry as well as any horizontal or vertical key points Next step CONT F1 changes to REFLINE Stakeout TPS1200 121 8 7 4 Staking Operation Access CONT F1 in REFLINE Stake Basic rules for P3 P1 BOP Beginning of project polyline stakeout a2 pee PE P2 PC
82. GO points lt Prefix Suffix gt Prefix TPS1200 Adds the setting for lt Identifier gt in front of the original point ID s 39 COGO Shift Rotate amp Scale Results Result page 40 Field Option Description Suffix Adds the setting for lt Identifier gt at the end of the original point ID s Next step STORE F1 accesses COGO Shift Rotate amp Scale Results Result page Description of fields Field Option Description lt No of New Pts gt Output Number of new points created lt No of Skipped Output Number of points which were skipped Pts gt either due to not being able to convert coordinates or points with identical point ID s already existed in lt Store Job gt Next step CONT F1 returns to COGO Shift Rotate amp Scale TPS1200 COGO 2 9 COGO Calculation Shift Rotate amp Scale Match Pts Method Description Access COGO Match Common Points n COGO The COGO calculation shift rotate amp scale match pts applies shifts and or rotation and or scale to one or several known points The shifts and or rotation and or scale are calculated from selected points using a 2D Helmert tranformation The number of pairs of points matched determines whether the shift rotation and scale values are computed Refer to 2 2 Accessing COGO to access COGO Match Common Points n This screen provides a
83. HOV MORE PAGE to the list REMOV F4 To remove the highlighted point from the list The point itself is not deleted MORE F5 To display additional information Sets of Angles TPS1200 147 10 2 4 Measuring the New Points Access SETS Define Points for Set SETS Select Points Survey Sets page 148 Highlight Measure New Points in SETS Sets of Angles Menu and CONT F1 20 12 Sm CONT F1 SETS e STD R amp S B To measure the entered point Define Points for 21 DONE F5 Pts Measured aka p To finish selection of points Point ID TT SHIFT GETPT F4 Rotlooter Ht 1 250 To select points stored in the data Auto Survey Off gt base SHIFT INDIV F5 and SHIFT RUN F5 pe a Leica Cire Prisms To change between entering an indi E jazat vidual point ID different to the defined CONT DONE ID template and the running point ID according to the ID template Description of fields Field Option Description lt Auto Survey gt On or Off For instruments with ATR and lt Auto Survey On gt ATR search and ATR meas urements are done to specified targets in additional sets Next step CONT F1 accesses SETS Select Points Survey MESEDEA N E SETS Her soll g on Al ALL F1 ea fe ints opSuuvey To measure and store angles and Point ID 0001 distance Reflector Ht MEMKE DIST F2 H as i suas To measure a distance Slope Dist
84. ID of the control point chosen from lt WGS84 Pts Job gt lt Known Point gt Choicelist The point ID of the control point chosen from lt Local Pts Job gt lt Local Height gt Use WGS84 Pt Ht The source of the height information to or Use Local Pt use in the transformation Ht Next step CONT F1 continues to DET C SYS Step 4 Store Coord System The shifts in the X Y and Z directions are displayed Next step STORE F1 stores the coordinate system and returns to TPS1200 Main Menu TPS1200 Determine Coordinate System One Point Localisation 5 4 Computing Required Azimuth Se Description Access step by step DET C SYS Compute Required Azimuth Available for lt Method Two WGS84 Points gt and lt Method User Entered gt in DET C SYS Step 4 Determine Rotation Allows two local points to be chosen from lt Local Pts Job gt selected in DET C SYS Determine Coord System Begin between which the required azimuth will be computed This azimuth is then used with an azimuth computed between two WGS 1984 points chosen from lt WGS84 Pts Job gt selected in DET C SYS Deter mine Coord System Begin to calculate the rotation of the transformation The computed required azimuth appears in the lt Reqd Azimuth gt field for lt Method Two WGS84 Points gt and the lt Rotation gt field for lt Method User Entered gt in DET C SYS Step 4 Determine Rotation Step De
85. Known BS Point Resection Resection Helmert Local Resection Information id Set Azimuth Keep Current Setup New Setup Keep Current New Setup Check Backsight a CHKPT CONT Description of softkeys Softkey Description CONT F1 To continue with the existing program NEW F3 To start the Setup program and create a new station setup CHKPT F6 To open the Check Recorded Pt Backsight Pt screen TPS1200 169 11 6 Setup Method Set Azimuth Requirements Updating Hz measurements Access step by step SETUP Set Stn amp Ori Set Azimuth Setup page 170 For TPS1200 the position coordinates of the station point are required The instrument is set up and oriented to either a known or unknown target point to which a true or assumed azimuth is set For SmartStation the position coordinates of the station are unknown and are determined with GPS real time The instrument is set and oriented to either a known or unknown target point to which a true or assumed azimuth is set e A station setup using this setup method is always automatically flagged with an update later attribute Therefore all angle measurements taken from that station are always automatically updated Step Description 1 Press PROG to access the TPS1200 Programs menu 2 Select and activate Setup to move to the first screen 3 Press CONT F1 to access SETUP
86. Leica TPS1200 Applications Field Manual e Version 6 0 English when it has to be right Seica Geosystems Introduction Purchase E Product identification Symbols Trademarks Available documentation Congratulations on the purchase of a TPS1200 series instrument To use the product in a permitted manner please refer to the detailed safety direc tions in the User Manual The type and the serial number of your product are indicated on the type plate Enter the type and serial number in your manual and always refer to this information when you need to contact your agency or Leica Geosystems authorized service workshop Type Serial No The symbols used in this manual have the following meanings Type Description Ee Important paragraphs which must be adhered to in practice as they enable the product to be used in a technically correct and efficient manner CompactFlash and CF are trademarks of SanDisk Corporation e Bluetooth is a registered trademark of Bluetooth SIG Inc All other trademarks are the property of their respective owners Refer to the following resources for all TPS1200 documentation and software the SmartWorx DVD http Awww leica geosystems com downloads TPS1200 Introduction Table of Contents In this manual Table of Contents Chapter Page 1 Application Programs Getting Started 7 1 1 Starting an
87. Line CONT STD Point ID auto Reflector Height 4f Line Space Ha 1 4 Hsd Auto Points 4p Code auto lt P Code Desc f Line Space Half Q2at CLEAR DEFLT KI sS6 Description of fields CONT F1 To accept changes and return to the screen from where this screen was accessed CLEAR F4 To set all fields to lt XX Line Line Space Full gt DEFLT F5 Available if the active configuration set is a default configuration set To recall the default settings Field Option Description lt Fixed Lines gt From 0 to 5 Defines how many lines do not scroll in SURVEY Survey Job Name Auto page when that display mask is used lt 1st Line gt Output Fixed to lt 1st Line Point ID auto gt lt 2nd Line gt to lt 16th Line gt Add Constant Angle Right Annotation 1 4 Attrib free 01 20 Attrib pt 01 03 Azimuth Code auto Code free Code Desc Code Desc free Code Type EDM Mode EDM Type Easting TPS1200 Output field for the additive constant of the currently selected reflector Output field for the angle right Input field for comments to be stored with the point Output field for attributes for free codes Input field for attributes for point codes Output field for the azimuth Choicelist or input field for auto point codes Output field for free codes Output field for the description of codes Output field for the d
88. NFO F4 changes to SETUP Additional Information Status page TPS1200 181 SETUP 17 18 IR gt WED Additional Informa SETUP e STD I E 8S A tion Status page Additional Information Status Plnt Gzaa Refer to the description of softkeys for RECLC USE REHOV NORE PAGE details on softkeys and their functionality Description of screen softkeys Key Description RECLC F1 To recalculate the station data and update all values USE F3 To decide whether a target point is to be used in the calcu lation as 3D point 2D point or not used Changes the value in the Use column REMOV F4 To delete a point from the list of measured target points and exclude it from the Setup calculation MORE F5 To view more information SHIFT SURVY F5 To measure more target points Description of columns Column Description 1 The indicates that the delta value of either measured hori zontal angle distance or height exceeds the calculation limit Point ID The point ID of the measured target points Use Indicates if and how a target point is used in the station calculation Choices are 3D 2D 1D and NO AHz Can be displayed by pressing MORE F5 Difference ADist between calculated and measured horizontal angle AHeight distance from station to target points and height for the AEast target points If a target point does not have coordinates ANorth O are dis
89. O point sideshot P5 Fourth COGO point TPS12_169 Refer to 2 2 Accessing COGO to access COGO Traverse Input 13 04 IR NW COGO He ul F xy raverse Input Tnput Ma Hethod ETT CALC F1 To calculate the COGO point From 7 0002 gt Backsight Hey INV F2 Angle Right 230 8432 g To calculate the values for the Azimuth 282 4362 y azimuth distance and the offset from HDist Grid 95 769 n two existing points Available if offset 0 000 a azar lt Azimuth gt lt HDist XX gt or CALC INV SSHOT LAST SURVY PAGE lt Offset gt is highlighted SSHOT F3 To calculate the point as a sideshot TPS1200 COGO COGO Description of fields LAST F4 To select the values for the distance and the offset from previous COGO inverse calculations Available if lt Azimuth gt lt HDist XX gt or lt Offset gt is highlighted SURVY F5 To measure a point for the COGO calculation Available if lt From gt or lt Backsight gt is highlighted SHIFT CONF F2 To configure the COGO application program SHIFT MODIF F4 To type in numbers for the multiplica tion division addition and subtrac tion with the original azimuth distance or offset value The standard rules of mathematical oper ations apply Available if lt Azimuth gt lt Angle Right gt lt HDist XX gt or lt Offset gt is high lighted Field Option Description lt Method gt Azimuth or Angle
90. Offset 70 781 n ALine 70 781 nm Cut 138 559 m Height 99 996 n Q2at ALL DIST REC LINE STAKE PAGE Description of all fields from the Slope Display Mask Field Description lt Chainage gt Displays the current chainage lt Current Slope gt Displays the current slope of the reflector position to the hinge lt Design Slope gt Displays the slope grade as defined by the user lt East gt Displays the East coordinate of the current reflector position lt Height gt Displays the Height value of the current reflector position lt North gt Displays the North coordinate of the current reflector position lt Point ID gt To enter the point ID lt Reflector Ht gt To enter the reflector height lt SD to Hinge gt Displays the slope distance offset from the hinge to measured point lt SD to Line gt Displays the slope distance offset from line arc to measured point lt Slope Cut Fill gt Displays the value of the difference between the actual reflector elevation to the slope elevation at that position A cut is above the slope A fill is below the slope lt Start Chainage gt Displays the starting chainage as defined by the user lt AHeight Hinge gt Displays the delta height from the current position to the hinge lt AHeight Line gt Displays the delta height from the current position to the l
91. PLANE New Reference Plane Define new reference plane Refer to paragraph REFPLANE New Reference Plane General page Press STORE F1 to store the new reference plane Define the first and second corner of the area to be scanned REFPLANE Define Scanning Parameters For tilted and vertical planes lt Horizontal gt Horizontal grid distance lt Up Slope gt Up slope grid distance lt Start Pt ID gt Name of the first point ID lt Pt ID Inc gt The incrementation used for lt Start Pt ID gt No point ID template used TPS1200 Reference Plane amp Face Scan Step Description For lt Start Pt ID RMS gt and lt Pt ID Inc 10 gt the points are lt Point ID RMS gt lt Point ID RMS10 gt lt Point ID RMS20 gt lt Point ID RMS100 gt For lt Start Pt ID 100 gt and lt Pt ID Inc 10 gt the points are lt Point ID 100 gt lt Point ID 110 gt lt Point ID 200 gt lt Point ID 210 gt For lt Start Pt ID abcdefghijkimn89 gt and lt Pt ID Inc 10 gt the points are lt Point ID abcdefghijklmn99 gt point ID incrementing fails lt Scan Area gt Size of the area to be scanned lt Estimated Pts gt Estimated number of points to be scanned 10 START F1 to access REFPLANE Scanning Status Scanning page PAUSE F3 to pause the scanning of points SCAN F3 to continue scanning STOP F1 to stop the scanning of points
92. PS1200 Reference Plane amp Face Scan 9 4 Access step by step REFPLANE Measure Points to Plane Reference page REFPLANE Measure Points to Plane Map page Reference Plane amp Face Scan Measuring Points to a Reference Plane Step Description 1 PROG The PROG key opens the TPS1200 Programs menu 2 Select Reference Plane and press CONT F1 3 Press CONT F1 to access REFPLANE Choose Task amp Reference Plane 4 Select a reference plane 5 Press CONT F1 to access REFPLANE Measure Points to Plane Select Reference page Safe WEL ALL F1 REFPLANE on ml y s28 To measure and store distances and easure Points to Plane anal Reference Ma gies Point ID DIST F2 Reflector Ht 0 000 n To measure and display distances Offsct APcr d 91 554 n Offset AHt 91 554 n REC F3 To record data Easting 150 614 u CMPR F4 Northing 63 556 n To calculate offsets to previously Height 101 554 m p uzat measured points ALL DIST REC CHPR PLANE PAGE PLANE F5 To edit the selected reference plane SHIFT INDIV F5 and SHIFT RUN F5 To change between entering an indi vidual point ID different to the defined ID template and the running point ID according to the ID template Description of fields Field Option Description lt Offset APer d gt Output The perpendicular distance between current position and adjusted plane
93. RT F1 has been pressed lt Auto Pt Code gt Choicelist User input The thematical code for the auto point Available for lt Thematc Codes With Codelist gt All point codes from the job codelist can be selected The attributes are shown as output input or choicelist fields depending on their definition Available for lt Thematc Codes Without Codelist gt Codes can be typed in but not selected from a codelist A check is performed to see if a point code of this name already exists in the job If so the according attributes are shown lt Code Desc gt Output The description of the code lt Slope Dist gt Output The measured slope distance When START F1 is pressed lt EDM Mode Tracking gt is set and the slope distance is constantly updated lt Hz gt Output The current horizontal angle lt V gt Output The current vertical angle Next step IF THEN auto points are to START F1 to start logging of auto points Then for lt Log By be logged User Decides gt REC F3 whenever an auto point is to be logged Survey Auto Points TPS1200 205 206 IF THEN offset points are to be configured OFST1 F4 or OFST2 F5 Refer to 14 4 Offset Points of Auto Points TPS1200 Survey Auto Points 14 4 Offset Points of Auto Points 14 4 1 Overview Description Computation of offset points Survey A
94. Results XX Stn Code page Setup Field Option Description lt Set gt E N Ht Ori The selected options are set and stored E N Ht in the system All other values are taken E N Ori from the current system setup Ht Ori Ht or Ori lt Instrument Ht gt Output The current instrument height lt Stn Easting gt and Output Easting Northing is displayed either from lt Stn Northing gt fixpoint job system or calculated lt Stn Height gt Output The calculated Height is displayed lt New Azimuth gt Output New oriented azimuth with running angle as telescope moves Next step PAGE F6 changes to the Sigma page Description of fields Field Option Description lt oEasting gt Output Standard deviation of the calculated lt oNorthing gt station Easting Northing Height and lt oHeight gt and orientation lt oHz Orient gt lt A Height gt Output Delta height the difference between original and calculated height lt Calc Scale gt and Output Calculated scale factor ppm from resec lt Calc ppm gt tion or orientation and height transfer lt Current Scale gt Output The current scale calculated from the geometric ppm Next step PAGE F6 changes to the Stn Code page The functionality of the Stn Code page is similar to MANAGE New Point Code page Refer to TPS1200 System Field Manual for information on coding Next step I
95. Right The direction from the known point to the COGO point lt From gt Choicelist The point ID of the known point C To type in coordinates for a known point open the choicelist when lt From gt is highlighted Press NEW F2 to create a new point lt Backsight gt Choicelist The point ID of a point used as backsight Available for lt Method Angle Right gt lt Angle Right gt User input The angle between lt Backsight gt and the new COGO point to be calculated from the point selected as lt From gt A positive value is for clockwise angles A negative value is for counter clockwise angles Available for lt Method Angle Right gt lt Azimuth gt Output The direction from the known point to the COGO point For lt Method Angle Right gt this is calculated from lt Angle Right gt TPS1200 23 COGO Traverse Results Result page 24 Field Option Description lt HDist XX gt User input The horizontal distance between the known point and the COGO point lt Offset gt User input The offset of the COGO point from the line of direction A positive offset is to the right a negative offset is to the left Next step CALC F1 calculates the result and accesses COGO Traverse Results The calculated coordinates are displayed GE K WED COGO eT STD 2 lt 8 STORE F1 To store the result and return to A
96. S ee 1 E Er EEEE Set CONFIRMATION 5928 Poi Raf Honitoring is in progress B Hz and currently waiting for g y the next scheduled g Slojmeasurement to start a aHz y ABORT F6 ASi 9 To stop the monitoring process and a return to the SETS Sets of Angles ABORT Menu screen Refer to 10 2 Sets of Angles for information about calculations and the viewing of results TPS1200 Sets of Angles 11 1 Overview Description Setup The Setup program is used when setting up a TPS station to determine the TPS station coordinates with TPS and or GPS measurements and setting the TPS orientation Setup with GPS using SmartPole Setup with GPS using SmartStation SmartPole enables target points to be SmartStation enables TPS station coor determined from GPS measurements dinates position and height to be deter which can then be used as control points mined from GPS measurements for the TPS station setup AlAs a gt 3 89 Krisi e T ED SETUP He ae G B W SETUP He STO a p a as Heasure Target 1 Station Setup Point ID GPS 1004F Method Ori amp Ht Transtrsp Reflector Ht 1 941 n Azimuth 2 Fee tae oa T D x a y oO tlle Station ID z 100 Slope Dist eas a Instrument Ht 1 567 n Fixpoint Job ARTAL at dAz imuth 45 00 00 Fixpoints H Add Points Laterfi AHoriz Dist wn e n Hcight Do ee n 2a t Q2at ALL DIST
97. SH t Eana en Point ID 0001 COGO Traverse Input Input page COORD F2 To view other coordinate types er ihid ae CEs g unless lt Coord System None gt Height EET STAKE F5 To access the Stakeout application uzat program and stake out the calculated STORE STAKE PAGE COGO point SHIFT INDIV F5 or SHIFT RUN F5 To change between entering an indi vidual point ID different to the defined ID template and the running point ID according to the ID template SHIFT QUIT F6 Does not store the COGO point and exits COGO calculation Description of fields Field Option Description lt Point ID gt User input The identifier for the COGO point depending on the point ID template configured The point ID can be changed e To start anew sequence of point ID s overtype the point ID SHIFT INDIV F5 for an individual point ID independent of the ID template SHIFT RUN F5 changes back to the next ID from the config ured ID template Next step PAGE F6 changes to the Code page TPS1200 COGO COGO The settings for lt Thematc Codes gt in CONFIGURE Coding amp Linework deter Traverse Results mines the availability of the fields and softkeys They are identical to those of themat Code page ical coding with without codelist Refer to TPS1200 System Field Manual for infor mation on coding Next step PAGE F6 changes to the Plot page COGO TPS1200 25
98. Station Setup 4 lt Method gt Ensure that Set Azimuth is selected lt Station Coord gt Select the source for the station coordinates lt Station ID gt Enter Select the instrument station lt Instrument Ht gt Enter the height of the instrument station lt Fixpoint Job gt Select the fixpoint job of the control target points 5 The geometric scale correction is displayed The correction displayed depends upon the options chosen in CONFIGURE TPS Corrections GeoPPM page if lt Calc Scale Automatically gt lt Computd Scale gt is displayed if lt Calc Scale Manually gt lt Current Scale gt is displayed 6 Press CONT F1 to access SETUP Set Stn amp Ori Set Azimuth The explanations for the keys given below are valid for the pages as indicated 12 02 IR ED SETUP e sol g on E a Set Stn amp Ori Set Azimuth Setup BS TnfalStn Tafa Backsight ID 101 Reflector Ht 1 667 n Aim at point and enter Azimuth Azimuth 100 0001 c Horiz Dist A 99 988 n G2aa Refer to the description of softkeys for SET DIST Az 0 FREE PAGE details on softkeys and their functionality TPS1200 Setup Setup Description of screen softkeys Key Description SET F1 To set the station and orientation and exit the Setup applica tion program DIST F2 To measure a distance to the point being used to set the azimuth A distance measurement is NOT required when
99. Survey Cross Section and press CONT F1 3 Press CONT F1 in X SECTION Begin to access X SECTION Survey Job Name 4 X SECTION Survey Job Name General page Open the choicelist for lt Template gt All cross section templates stored in the active job are listed in alphabetical order including the number of elements in each cross section template HE Hor Je am CONT F1 X SECTION sro I Bo To select the highlighted cross section template and to return to the screen from where this screen was accessed NEW F2 To create a cross section template Refer to 16 4 2 Creating Editing a Cross Section Template mzar EDIT F3 CONT NEW EDIT DEL Copy To edit the highlighted cross section template Refer to 16 4 2 Creating Editing a Cross Section Template DEL F4 To delete the highlighted cross section template COPY F5 To create a cross section template based on the one currently high lighted Next step Step Description 1 highlight the desired cross section template 2 CONT F1 closes the screen and returns to the screen from where X SECTION Templates was accessed TPS1200 Survey Cross Section 16 4 2 Access ee X SECTION New Template General page X SECTION New Template Elements page X SECTION Add Element Creating Editing a Cross Section Template Step Description 1 Open the choicelist for lt Temp
100. TOP F1 Slope Dist 119 000 m To end recording of auto points and Hz 55 0002 gr a Gat offset points if configured or for lt Log STOP REC OFST1 OFST2 PAGE By User Decides gt to end the chain to which the auto points are assigned REC F3 Available for STOP F1 To store an auto point at any time OFST1 F4 To configure recording of the first type of offset points OFST2 F5 To configure recording of a second type of offset points SHIFT CONF F2 To configure auto points SHIFT QUIT F6 To exit the Survey application program Point information logged until pressing SHIFT QUIT F6 is saved in the database TPS1200 Survey Auto Points Description of fields Field Option Description lt Auto Pt ID gt User input Time and Date Available unless lt Auto Pts Time amp Date gt in CONFIGURE ID Templates The identifier for auto points The configured ID template for auto points is used The ID can be changed To start a new sequence of point ID s overtype the point ID Available for lt Auto Pts Time amp Date gt in CONFIGURE ID Templates The current local time and date is used as identifier for auto points lt Reflector Ht gt User input The default reflector height as defined in the active configuration set is suggested lt Msd Auto Pts gt Output Available after pressing START F1 and before pressing STOP F1 The number of auto points measured since STA
101. The control points used for the transformation should surround the area for which the transformation is to be applied It is not good practice to survey or convert coordinates outside of the area covered by the control points as extrap olation errors may be introduced When a geoid field file and or a CSCS field file is used in the determination of a coordinate system the control points for the calculation must fall within the areas of the field files With one common control point it is still possible to calculate a Classic 3D trans formation as long as the rotations and the scale parameter are fixed Such a transformation fits perfectly in the vicinity of the common control point but is degraded by the distance from that point because neither the orientation of the local reference frame nor any scale factor within the local datum can be taken into account Two different methods for determining a coordinate system are available methods Coordinate system Characteristic Description determination method Normal Number of control points One or more control points needed for both the WGS 1984 and the local datum Determine Coordinate System Gen TPS1200 49 eral 50 Coordinate system determination method Characteristic Transformation to use Description Onestep Twostep or Classic 3D depending on number of control points and available information One point localisation Number o
102. User input Horizontal offset of measurement reference point lt V Offset gt User input Vertical offset of measurement reference point lt L1 PhOffset gt User input Offset of L1 phase centre lt L2 PhOffset gt User input Offset of L2 phase centre lt Copy Additional Yes or No Allows additional corrections to be copied Corrections gt from the antenna which was highlighted when MANAGE New Antenna was accessed Next step PAGE F6 changes to the IGS page TPS1200 GPS Survey MANAGE The combination of values typed in on this page provides a unique standardised ID New Antenna for the antenna being used IGS page Description of fields Field Option Description lt IGS Name gt User input The International GPS Service name of the antenna lt Serial Number gt User input The serial number of the antenna lt Set Up Number gt User input The set up number of the antenna This identifies the version number of the current calibration Next step STORE F1 stores the antenna and returns to MANAGE Antennas GPS Survey TPS1200 81 82 TPS1200 GPS Survey 7 Hidden Point 7 1 Overview Description Hidden point rod Hidden point tasks Hidden Point Hidden points cannot be measured directly by TPS This is because they are not directly visible A hidden point can be calculated from measurements to prisms mounted on a hidden point ro
103. ailable once sufficient data is available for calculation To position the instrument to the selected target point Description of fields Field Option Description lt Point ID gt Choicelist The point ID of the target point to be measured All points from lt Fixpoint Job gt can be selected except class NONE lt Reflector Ht gt User input The default reflector height as defined in the active configuration set is suggested lt Azimuth gt and Output The current horizontal or vertical angle lt V gt lt Slope Dist gt Output The measured slope distance after DIST F2 was pressed lt AAzimuth gt and lt AHoriz Dist gt Output Displays the difference between the calculated azimuth or horizontal distance and the measured horizontal angle or horizontal distance TPS1200 Setup Setup Field Option Description lt AHeight gt Output The difference between the given and the measured height of the target point Next steps IF THEN more target points are to be measured ALL F1 to measure and store distances and angles or REC F3 to store the current measurement or GPS F4 to measure a point with GPS the program is to be temporarily exited DONE F5 to temporarily exit the Setup program The station setup will be incomplete but can be continued and completed at a later time sufficient target points were meas ured
104. and Distance Results in Two Faces 151 10 2 8 Viewing Angle and Distance Results in One Face 153 10 3 Monitoring 154 TPS1200 Table of Contents Table of Contents 11 Setup 157 11 1 Overview 157 11 2 Configuring Setup 160 11 3 Setup with SmartStation 163 11 4 Setup with SmartPole 166 11 5 Setup Reminder 169 11 6 Setup Method Set Azimuth 170 11 7 Setup Method Known Backsight Point 173 11 8 Setup Method Orientation amp Height Transfer 175 11 9 Setup Method Resection Resection Helmert 178 11 10Setup Method Local Resection 179 11 11Setup Results Least Square and Robust Calculation 180 11 12Setup Results Local Resection 183 12 Stakeout 185 12 1 Overview 185 12 2 Configuring Stakeout 186 12 3 Staking Out 191 12 4 Stakeout Difference Limit Exceeded 194 13 Survey General 195 14 Survey Auto Points 199 14 1 Overview 199 14 2 Configuring Auto Points 200 14 3 Auto Points 204 14 4 Offset Points of Auto Points 207 14 4 1 Overview 207 14 4 2 Configuring Offset Points 208 15 Survey Remote Point 209 15 1 Overview 209 15 2 Configuring Remote Point 210 15 3 Remote Point 211 16 Survey Cross Section 213 16 1 Overview 213 16 2 Configuring Survey Cross Section 214 16 3 Surveying Cross Sections 216 16 4 Cross Section Templates 218 16 4 1 Accessing Cross Section Template Management 218 16 4 2 Creating Editing a Cross Section Template 219 17 Traverse 223 17 1 Overview 223 17 2 Configuring Traverse 224
105. and for distances KEE S SETS He All T EZ Calculate Angles H7 Set W Set Pint Points Active Sets Active 2 oSingl Direc 0 0000 g oAyg Direc 0 0000 g CONT F1 To access SETS Sets of Angles Menu muzar MORE F5 CONT MORE PAGE To view results of calculation Description of fields Field Option Description lt Points Active gt Output Number of active points sets which are set and to On in the Use column and used for lt Sets Active gt calculation lt oSingl Direc gt or Output Standard deviation of a single hori lt oSingl Dist gt zontal vertical direction or single distance lt oAvg Direc gt or Output Standard deviation of the average hori lt oAvg Dist gt zontal vertical direction or average distance Next step MORE F5 accesses SETS View XX Results TPS1200 Sets of Angles 10 2 7 Viewing Angle and Distance Results in Two Faces Access Press MORE F5 in SETS Calculate Angles or SETS Calculate Distances SETS 6 42 E gt AED View XX Results SETS H ex smi Roe iew Angle Results Set Ilse 4 Yes m CONT F1 0 00009 0 0000g To access SETS Calculate XX EDIT F3 To view residuals in the highlighted set USE F4 uzat To set Yes or No in the Use column CONT EDIT USE for the highlighted set Description of columns Column Description Set Displays the numbers of all sets measured Use For Yes The se
106. application program and stake out the calculated COGO point COGO Description of fields Field Option Description lt Point ID gt User input The identifier for the COGO point depending on the point ID template configured The point ID can be changed To start a new sequence of point ID s overtype the point ID SHIFT INDIV F5 for an individual point ID independent of the ID template SHIFT RUN F5 changes back to the next ID from the config ured ID template lt Ortho Ht gt or User input The height of the first point used in the lt Local Ell Ht gt COGO calculation is suggested A height value to be stored with the calculated point can be typed in For lt Method TPS Obs TPS Obs gt the option is an output field lt Ht Computed gt Output The height modus being used in the COGO calculation Next step PAGE F6 changes to the Code page COGO The settings for lt Thematc Codes gt in CONFIGURE Coding amp Linework deter XX Results mines the availability of the fields and softkeys They are identical to those of themat Code page ical coding with without codelist Refer to TPS1200 Technical Reference Manual for information on coding Next step PAGE F6 changes to the Plot page COGO TPS1200 29 2 7 COGO Calculation Line Arc Calculations Method ee Diagrams Line Calculation 30 The functionality of all screens and fields are similar for both
107. arallel and perpendicular to the reference object A graphical display shows the instrument station the current position and the point to be staked Arrows and graphics are displayed lt Display Mask gt Choicelist The user defined display mask to be shown in REFLINE XX Points All display masks of the active configuration set defined in CONFIGURE Display Settings can be selected lt Use Chainages gt Yes or No Activates the use of chainages within the reference line application program TPS1200 93 The Checks page 94 Field Option Description lt Chain Format gt Choicelist Available for lt Use Chainages Yes gt Selects display format for all chainage information fields lt Auto Position gt 2D Instrument positions horizontally to the point to be staked out 3D Instrument positions horizontally and vertically to the point to be staked out Off Instrument does not position to the point to be staked out Next step PAGE F6 changes to the Checks page Description of fields Field Option Description lt Pos Check gt Yes or No Allows a check to be made on the hori zontal coordinate difference between the staked point and the point to be staked If the defined lt Pos Limit gt is exceeded the stakeout can be repeated skipped or stored lt Pos Limit gt User input Available for lt Pos Check Yes gt Sets t
108. ask of transferring several lines into a single job quick and efficient TPS1200 Reference Line 8 7 2 Accessing Staking to Polylines amp Choosing a Polyline Access step by step REFLINE Choose Polyline Lines Areas page REFLINE Choose Polyline Map page Reference Line Select the task Stake to Polyline in REFLINE Reference Task Menu and press CONT F1 to access REFLINE Choose Polyline The Lines Areas page allows for a tabular selection of a polyline Lines can be either 2D or 3D depending on the input data and are shown as such 17 11 RI 7 AT zi CONT F1 To select the highlighted polyline and to continue with the subsequent LINE10 Line 2D oe LINE11 Line 2D EDIT F2 LINE11_2 Line 3D To change the start or end chainage LINE12 Line 2D value of the selected line if lt Strt ange nine a i Chainage gt is edited then the lt End aie Chainage gt is computed from the CONT EDIT IMPRT PAGE new input plus the length IMPRT F5 To import lines or Road objects from another job as long as the coordinate systems are compatible PAGE F6 To change to another page on this screen Next step PAGE F6 changes to the Map page The Map page allows a selection of the line to be staked in the graphical view with the lt F2 or gt F3 keys or by mean of the stylus Only visible lines can be selected The selected line is highlighted and its name shown in the upper left corner o
109. asure calculate sets Highlight the desired option 4 Press CONT F1 17 31 ers Henia isp SETS Sets of Angles Henu x 1 Manage Points List 2 Neasure New Points 3 Measure Sets 4 Calculate Angles 5 Calculate Distances CONT F1 6 End Sets of Angles CONT To select the highlighted option and to continue with the next screen muzar SHIFT CONF F2 To configure the program TPS1200 Sets of Angles 10 2 2 Configuring Sets of Angles Access step by step SETS Configuration Parameters page Sets of Angles Step Description 1 PROG The PROG key opens the TPS1200 Programs menu 2 Select Sets of Angles and press CONT F1 3 Press CONF F2 to access SETS Configuration The explanations for the softkeys given below are valid for all pages unless other wise stated 16 26 SETS t I v EL Configuration Paraneters Tnleranres i ngfile HeasHethod A A B B RO Display Mask gt CONT F1 To accept changes and return to the Stop For All HNessages 4 i Time Out No Time Out screen from where this screen was accessed Timer Monit Nof DEFLT F5 uzat Available for default configuration CONT PAGE sets To recall the default settings Description of fields Field Option Description lt MeasMethod gt A A B lB Points are measured in face I and face II point A I point A II point B II point BI A A
110. ation Setup Begin 2 SETUP Station Setup Begin Check the settings and ensure that a coordinate system other than lt None gt or WGS84 is selected and attached to the active job CONT F1 to access SETUP Station Setup SETUP Station Setup Choose one of the following setup methods lt Method Known BS Point gt or lt Method Ori amp Ht Transfr gt or lt Method Resection gt or lt Method Resection Helmert gt These are the only methods applicable for a setup with SmartPole lt Station Coord gt If available select the source for the instrument station coordinates lt Station ID gt Enter Select the instrument station lt Instrument Ht gt Enter the height of the instrument station lt Fixpoint Job gt Select the fixpoint job of the control target points lt Fixpoints gt If available select the method for measuring the control target points Select Meas All Now if a Standard setup is required Select Add Points Later if an On the Fly setup is required Steps 7 and 8 do not relate to lt Method Known BS Point gt CONT F1 to access SETUP Measure Target 1 SETUP Measure Target 1 Refer to 11 8 Setup Method Orientation amp Height Transfer for details on fields and keys GPS F4 to access SETUP Survey Survey SETUP Survey Survey This is the GPS Survey screen within the Setup program The target points can be measured with GPS which ca
111. c StdDev gt Output Standard deviation of horizontal angle lt V Avg gt Output Average vertical angle lt V StdDev gt Output Standard deviation of vertical angle lt Dist Avg gt Output Average distance lt Dist StdDev gt Output Standard deviation of distance Next step IF the traverse THEN is to be continued CONT F1 allows to e MOVE F1 moves to next station e SURVY F3 measures a sideshot point DATA F5 views traverse data END T F6 ends Traverse application program point was a closing point CONT F1 accesses TRAVERSE Traverse Results TPS1200 Traverse TRAVERSE Traverse Results Position page TRAVERSE Traverse Results Angle page Traverse End Stn 1003 Length of Err 0 0124 n Direc of Err 98 3659 g Height k 0 0023 n otal Dist 170 7260 n 2D Accuracy 1413782 1D Accuracy 1474695 02a ft CONT IN amp El DATA PAGE Description of fields CONT F1 To access the subsequent screen N amp E F3 or L amp D F3 To view error in north east or length direction of misclosure error DATA F5 To display traverse data Field Option Description lt Start Stn gt or Output The point ID of the traverse start point or lt End Stn gt traverse end point lt Length of Err gt or Output The length or direction of the misclosure lt Direc of Err gt error lt A North gt Output Error in north east
112. ccessing the Survey application program An individual reflector height can by typed in lt Hz gt Output The current horizontal angle lt V gt Output The current vertical angle 196 TPS1200 Survey General Survey General Field Option Description lt Horiz Dist gt Output The horizontal distance after DIST F2 was pressed No distance is displayed when accessing the screen and after REC F3 or ALL F1 lt Ht Diff gt Output The height difference between station and measured point after DIST F2 Displays when accessing the screen and after REC F3 or ALL F1 lt Easting gt Output Easting coordinate of the measured point lt Northing gt Output Northing coordinate of the measured point lt Height gt Output Elevation of the measured point Next step PAGE F6 changes to another page on this screen TPS1200 197 198 TPS1200 Survey General 14 Survey Auto Points 14 1 Overview Description e Auto points is used to automatically measure and store points at a specific rate Additionally individual auto points can be stored outside the defined rate Auto points logged between starting and stopping logging of auto points form one chain A new chain is formed each time logging of auto points is started e Auto points can be collected in the Survey application program An Auto page is visible when logging o
113. ce between a point and the calculated plane as defined in REFPLANE Configuration Parameters page Next step PAGE F6 changes to REFPLANE New Reference Plane Origin page TPS1200 Reference Plane amp Face Scan REFPLANE New Reference Plane Origin page REFPLANE New Reference Plane Offset page 11 43 S ay REFPLANE Her STD E scg New Reference so x General Pnints Origin Offset Plnt Use As Origin Plane Coords 4 STORE F1 Enter local coordinates of To compute and store the reference origin point point with plane X coord 1000 000 n DIREC F5 poora ees Available for lt Point gt being hight Pt Defining Direction of Y Axis lighted To access REFPLANE Point 7 aza f Survey XX Measure a point to STORE DIREC PAGE define the positive plane direction Description of fields Field Option Description lt Use As Origin gt Plane Coords Point results are additionally stored with X Y Z coordinates based on the local plane coordinate system Instrumnt Coords Points on the plane are transformed into the national coordinate system lt X coord gt or User input Available for lt Use As Origin Plane lt Z coord gt Coords gt Enter local X or Z coordinate of origin The origin is defined as the projec tion of the measured point onto the calcu lated plane lt Point gt Choicelist Defines the positive direction of the Y axis
114. class MEAS can be stored with the same point ID The averaging functionality configured under job manage ment can then be used to calculate an average for these points Points stored with point class CTRL can only be stored with a unique point ID A message is always displayed when a point is about to be stored with an already existing point ID The user can then decide to either keep the existing point or overwrite the existing point lt Est Pos Qlty gt User input The estimated value for the position quality assigned to all calculated COGO points which is used for the averaging calculation lt Est Ht Qlity gt User input The estimated value for the height quality assigned to all calculated heights which is used for the averaging calculation When the Intersections method TPS Obs TPS Obs the following fields apply lt Compute Ht gt Using Average Use Upper Height or Use Lower Height Defines the height being used Next step PAGE F6 changes to the Residuals page This page applies to COGO Shift Rotate amp Scale Match Pts Description of fields Field Option Description lt Easting gt User input The limit above which lt Northing gt or Easting Northing Height residuals will be lt Height gt flagged as possible outliers lt Residual The method by which the residuals of the Distbtn gt control points will be distributed throughout the transforma
115. d lt Dist R1 R2 gt User input Spacing between the centres of reflector 1 and reflector 2 lt Dist R1 R3 gt User input Available for lt No of Reflectors 3 gt Spacing between the centres of reflector 1 and reflector 3 Reflector 3 is situated between reflector 1 and reflector 2 Next step CONT F1 returns to the screen from where this screen was accessed from TPS1200 Hidden Point 7 3 Measuring Hidden Points Diagram d1 Rod length 7 d2 Distance from reflector 1 to reflector 2 TPS12_127 d3 Distance from reflector 1 to reflector 3 Measuring hidden Ste Description point step by step B ai 1 Press PROG 2 Highlight Hidden Point 3 Press CONT F1 to access HIDDEN PT Hidden Point Begin 4 Press CONF F2 to access HIDDEN PT Configuration 5 Select lt No of Reflectors 3 gt Enter the values for lt Rod Length gt lt Dist R1 R2 gt lt Dist R1 R3 gt Press CONT F1 to access HIDDEN PT Hidden Point Begin HIDDEN PT Hidden Point Begin CONT F1 to access HIDDEN PT Measure Reflector 1 8 HIDDEN PT Measure Reflector 1 Hidden Pt page past PT Her STD I xy Measure Reflector d Hidden Pt Survey Man ns D Aux Pt ID Aux0001 Hz 199 9996 g V 100 0015 g Slope Dist A 50 010 m Ht Diff 1 299 a Rod Length 1 000 a Q2at ALL DIST REC PAGE lt Aux Pt ID gt The point ID of the auxiliary point the reflector on the hidden poin
116. d in Compute the combined grid and height scale factor lt Defit Grid SF gt User Entered or Known Local Pt Available for lt Default Scale Compute CFS gt Default method for computing the grid scale factor of the known point Next step PAGE F6 changes to the Classic 3D page Description of fields Field Option Description lt Default Use WGS84 Pt Ht Source of height information to use Local Height gt or Use Local Pt Ht Next step CONT F1 returns to DET C SYS Determine Coord System Begin TPS1200 Determine Coordinate System Gen eral 4 Determine Coordinate System Normal 4 1 Determining a New Updating a Coordinate System Access step by step Se DET C SYS Step 1 Choose Transform Type Determine Coordinate System Nor mal Step Description 1 PROG The PROG key opens the TPS1200 Programs menu 2 Select Determine Coordinate System and press CONT F1 3 Press CONF F2 to access DET C SYS Configuration Select lt Default Method Normal gt If a coordinate system was chosen to be edited in DET C SYS Determine Coord System Begin pressing CONT F1 accesses DET C SYS Step 3 Match Points n Description of fields Field Option Description lt Transfrm Name gt User input A unique name for the transformation If a coordinate system is being updated then
117. d press CONT F1 3 Set station coordinates and station orientation SETUP F3 4 Configure Sets of Angles for monitoring CONF F2 For the Parameters page lt MeasMethod A B B A gt for example purposes only lt Display Mask None gt for example purposes only lt Stop For All Messages gt for example purposes only lt Time Out 10 secs gt for example purposes only lt Timer Monit Yes gt this option must be selected for monitoring This will enable the access to the SETS Define Monitoring Timer screen 5 Press CONT F1 to access the SETS Sets of Angles Menu screen 6 Select Measure New Points 7 Press CONT F1 to access the SETS Define Points for Set screen 8 Enter details of the target point as required For each target point ensure that lt Auto Survey On gt is set This will enable the automated measurement and recording of the target point in the other face and the automated measurement and recording of all target points during monitoring 9 Press CONT F1 to access the SETS Select Points Survey screen 10 Measure and record the measurement to the target point as required 11 Continue with steps 7 8 9 until all target points for the first measurement set have been measured and recorded TPS1200 Sets of Angles Step Description 12 Press DONE F5 to complete the selection of the target points for the first measurement set in one face and to begin the measurement of the targe
118. d the percentage of the sub area 45 46 LAST F4 To select the value for the distance from previous COGO inverse calcu lations Available if lt HDist XX gt is highlighted SURVY F5 To manually occupy a point for the COGO calculation Available if lt Point A gt lt Point B gt lt Rotation Pnt gt or lt Through Point gt is high lighted SHIFT CONF F2 To configure the COGO application program Description of fields Field Option Description lt Divide By gt Choicelist This field defines how the size of the sub area is defined lt Using gt Parallel Line The border will be parallel to a line defined by lt Point A gt and lt Point B gt Perpendic Line Swing Line The border will be perpendicular to a line defined by lt Point A gt and lt Point B gt The border will be a line rotated around lt Rotation Pnt gt by lt Azimuth gt lt Sub Area XX gt User input Output For lt Divide By Percentage gt and lt Divide By Area gt The size of the sub area must be typed either in or in m2 When dividing the area using a parallel or perpendicular line a reference line is defined by lt Point A gt and lt Point B gt The direction of the new dividing line is always the same as the direction of the reference line The sub area is always to the left of the new dividing line When dividing an area using a swing line the direction of the new dividing
119. d with a known spacing and a known length of the hidden point rod The hidden point rod may be held at any angle as long as it is stationary for all measurements Measurements for the hidden point are calculated as if the hidden point was observed directly These calculated measurements can also be recorded The hidden point rod can have either two or three reflectors Refer to 7 2 Config uring Hidden Point for information on configuring the hidden point rod If three reflectors are used the average will be calculated The reflectors on the hidden point rod are also called auxiliary points after they have been measured 1 ar d3 we of a 1 Reflector 1 d1 2 Reflector 2 3 Reflector 3 d1 Rod length d2 Distance from reflector 1 to reflector 2 TPS12_130 d3 Distance from reflector 1 to reflector 3 The Hidden Point application program can be used for the following tasks 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 Determination of flow line locations and elevations in manholes without meas uring from the rim of the manhole to the flow line and estimating corrections for nonverticality of the measuring tape and eccentricity from the measurement on the rim to the horizontal location of the flow line Determination of recesses in building corners for detailed surv
120. e Yes gt in COGO Configuration Logfile page the result is written to the logfile TPS1200 COGO 3 Determine Coordinate System General 3 1 Overview Description Requirements to determine a transformation Requirements for control points Coordinate system determination GPS measured points are always stored based on the global geocentric datum known as WGS 1984 Using GPS measured points with the TPS1200 requires coordinates in a local grid system for example based on a country s official mapping datum or an arbitrary grid system used in a particular area such as a construction site To convert the WGS 1984 coordinates into local coordinates a coordinate system needs to be created Part of the coordinate system is the transformation used to convert coordinates from the WGS 1984 datum to the local datum The Determine Coordinate System application program allows e the parameters of a new transformation to be determined e the parameters of an existing transformation to be recomputed To determine a transformation it is necessary to have common control points whose positions are known in both WGS 1984 coordinates and local coordi nates The more points that are common between datums the more accurately the transformation parameters can be calculated Depending on the type of transformation used details about the map projection the local ellipsoid and a local geoidal model program may also be needed
121. e optional to each target point for all active sets is calculated Monitoring This module can be integrated within the Sets of Angles program e With this module it is possible to use a timer to enable repeated and auto mated angle and distances measurements to pre defined target points at defined intervals Diagram P1 P5 TPS12_136 Known P1 P5 pre defined points E N Height optional Unknown Mean direction and mean distance to each point within a set Residual for each direction and distance within a set Reduced average direction and average distance to each point for all active sets Measure at least Two points and Two sets ATR automatic ATR search and ATR measurements can be performed to a reflector After the first target recognition measurement to each point is done the measurements to the other points are auto mated Station setup and A station set up and station orientation is required before starting the Sets of Angles station orientation program if oriented grid coordinates are to be recorded Sets of Angles TPS1200 141 10 2 Sets of Angles 10 2 1 Accessing Sets of Angles Access step by step SETS Sets of Angles Menu 142 Step Description 1 PROG The PROG key opens the TPS1200 Programs menu 2 Select Sets of Angles and press CONT F1 3 Press CONT F1 to access SETS Sets of Angles Menu The menu lists all options to select me
122. e Coord System Field Option Description Coord System lt Residuals gt None The method by which the residuals of the page 1 Distance or control points will be distributed Multiquadratic throughout the transformation area Refer to paragraph DET C SYS Step 2 Choose Parameters for details of all other fields Next step STORE F1 stores the coordinate system to the DB X and attaches it to the lt WGS84 Pts Job gt selected in DET C SYS Determine Coord System Begin replacing any coordinate system attached to this job lt WGS84 Pts Job gt becomes the active job Determine Coordinate System Nor TPS1200 59 mal Next step PAGE F6 changes to the Coord System page 4 2 Access step by step Se DET C SYS XX Matching Points 60 Selecting Editing a New Pair of Matching Points Step Description 1 Refer to 4 1 Determining a New Updating a Coordinate System Follow the instructions to access DET C SYS Step 3 Match Points n 2 Press NEW F2 EDIT F3 to access DET C SYS Choose Matching Points DET C SYS Edit Matching Points Editing a pair of matched points is similar to creating a new pair of matching points For simplicity the screen is called DET C SYS XX Matching Points and differences are clearly outlined He vf HD DET C SYS e I EL Choose Hatching Points x gt E 4 CONT F1 To accept the matching points and to x WGS84
123. e Right Yes gt and more than one backsight point is used the behaviour is as for lt Set Angle Right No gt lt Antenna gt Choicelist Applicable when the SmartAntenna is connected Opening the choicelist accesses MANAGE Antennas Refer to 6 2 Management of Antennas for further information on antennas The default antenna is the Smart Antenna Next step PAGE F6 changes to the Parameters page Description of fields Field Option Description When Method Resections Ori amp Ht Transfer the following fields apply lt Hz Acc Ori gt User input For Resection or Orientation and Height Transfer The standard deviation limit of the orientation lt Pos Acc Target gt User input For Resection or Orientation and Height Transfer The position accuracy of the target point lt Ht Acc Target gt User input For Resection or Orientation and Height Transfer The height accuracy of the target point When Method Local Resection the following fields apply lt Define gt Choicelist Northing Axis Easting Axis For Local Resection To define the posi tive North or positive East axis The second point measured defines the direction of the positive North axis The second point measured defines the direction of the positive East axis When Method Resection Helmert the fo llowing fields apply 1 Distance or 1 Distance lt Weighting gt
124. e Transform Type Description of columns Column Description WGS84 Pts The point ID of the points chosen from lt WGS84 Pts Job gt Local Pts The point ID of the points chosen from lt Local Pts Job gt Match The type of match to be made between the points This infor mation is used in the transformation calculation Position amp Height Position only Height only or None For lt Transfrm Type Onestep gt or lt Transfrm Type Twostep gt possible options are P amp H P only H only or None For lt Transfrm Type Classic 3D gt possible options are P amp Hor None None removes matched common points from the transforma tion calculation but does not delete them from the list This can be used to try and improve the residuals that are obtained when calculating the transformation Next step CALC F1 computes the transformation and continues to DET C SYS Step 4 Check Residuals DET C SYS Displays a list of the matched points used in the transformation calculation and their Step 4 Check associated residuals Residuals Determine Coordinate System Nor TPS1200 57 mal DET C SYS Step 5 Store Coord System Summary page 58 x NAAI CONT F1 0 004 To accept the residuals and to continue with the subsequent Fast a 0 009 0 004 screen 400 0 004 RESLT F3 To view results of the transformation MORE F5 azar To display inf
125. e between measure ments PROG to access TPS1200 Programs TPS1200 Programs Stakeout to access STAKEOUT Stakeout Begin CS __ Make sure lt Auto Position 3D gt is selected in STAKEOUT Configura tion General page 8 STAKEOUT Stakeout Begin CONT F1 to access STAKEOUT XX Stakeout Stake page 9 STAKEOUT XX Stakeout Stake page Select the hidden point cE Motorised instruments position to the hidden point TPS1200 89 90 TPS1200 Hidden Point 8 Reference Line 8 1 Overview Description Tasks Point types Terms Defining a reference line Defining a reference arc Defining chainage ee Reference Line The Reference Line application program can be used to set out or measure points relative to a reference line or a reference arc The Reference Line application program can be used for the following tasks e Measuring to a line arc where the position of a target point can be calculated from its position relative to the defined reference line arc e Staking to a line arc where a target point is known and instructions to locate the point are given relative to the reference line arc e Gridstaking a line arc where a grid can be staked relative to a reference line arc Staking to a polyline Refer to 8 7 Staking to a Polyline Heights and positions are always taken into account Points must have full coordi nate triplets Reference point The term reference p
126. e line of direction A positive offset is to the right a negative offset is to the left For lt Method By Points gt The offset of the line in the direction start point to end point A positive offset is to the right a negative offset is to the left lt HDist XX gt User input The horizontal distance between the two known points Available for lt Method Brng amp Dist gt and lt Method Dist amp Dist gt Next step CALC F1 calculates the result and accesses COGO XX Results For lt Method Brng Dist gt two results are calculated They are displayed on the Result1 page and the Result2 page For simplicity the title Result is used in the following The calculated coordinates are displayed The majority of softkeys is identical to those available for traverse COGO calcula tions Refer to 2 5 COGO Calculation Traverse Method for information on the identical softkeys 19 53 COGO e O ay I p 33 Brng Dist Results a T Point ID Easting Northing Height STORE RSLT2 32 322 nm 32 322 n Q2at STAKE PAGE TPS1200 STORE F1 To store the result and return to COGO Intersection Input Input page For lt Method Brng Dist gt each result must be stored individu ally on the relevant page RSLT1 F3 or RSLT2 F3 To view the first and second result Available for lt Method Brng Dist gt STAKE F5 To access the Stakeout
127. e measured points e Viewing and storing the height difference from the measured points to the plane Scanning a defined area Planes can only be computed with grid coordinates Reference planes are created using a right hand system For two points defining a plane a vertical plane is used A reference plane is defined with the X axis and the Z axis of the plane The Y axis of the plane defines the positive direction of the Y axis A reference plane can be defined in the following ways e vertical tilted The axis of the vertical reference plane are X axis Horizontal and parallel to the plane X axis starts in point defined as origin point Z axis Parallel to the instrument zenith and parallel to the plane Y axis Perpendicular to the plane increases in the direction as defined cE Offsets are applied in the direction of the Y axis 3 i A i L e P2 X Pics lt 4P1 a Z iY gt b TPS12_163 TPS12_163a a Height a Height b Easting b Easting N Northing N Northing P1 Origin of plane P2 Point of plane X X axis of plane TPS1200 P1 Origin of plane P2 Point of plane X X axis of plane 127 Tilted plane Offset of the plane 128 Y Z Y axis of plane Z axis of plane Y Y axis of plane Z Zaxis of plane Any number of points define the plane perimeter to be scanned is defined by a bottom left toprigh
128. e onto a known point To measure onto a known azimuth lt Foresight ID gt Choicelist or User input The point ID of the foresight point lt FS Azimuth gt User input Available for lt FS Type Known Azimuth gt Known azimuth for foresight point Next step CONT F1 accesses TRAVERSE XX Set X X and measures all sets TPS1200 231 232 TPS1200 Traverse 18 Volume Calculations 18 1 The Volume Calculations Menu The menu e This menu lists all of the necessary steps and the option to close the program 180 ne T VOLUMES He gad F 2 folume Calculations Henu A Survey Points 2 Triangulate Surface 3 Compute Volume 4 End Volume Calculations CONT F1 To select the highlighted option and to continue with the subsequent screen muzar SHIFT CONF F2 CONT To configure the program Menu Option Description Step 1 To measure points defining a new surface or Survey Points extending existing surfaces currently stored in the active job Step 2 To triangulate delauny triangulation the measured Triangulate Surface surface points to establish the surface Step 3 To compute the volume of a surface by a reference Compute Volume 3D point entered elevation or by the stockpile method Step 4 To end Volume Calculations and return to the screen End Volume Calculations ffom where Volume Calculations was accessed
129. ears during a measurement set e The setting for this input field has already been defined in the configura tion Here it can be changed if required before starting the moni toring process Sets of Angles TPS1200 155 Monitoring interval Monitoring in progress Calculations 156 Field Option Description lt Time Out gt Choicelist To define the time delay for the auto matic closing of message dialogs during a measurement set This choicelist is not available when lt Stop For Never gt The setting for this input field has already been defined in the configura tion Here it can be changed if required before starting the moni toring process Description The times and dates entered define the time frame for the monitoring The time interval defines the starting time for each measurement set which is from lt Begin Time gt to the next lt Begin Time gt Example e Data 3 target points 4 measure sets Begin Date 20 04 2002 Begin Time 14 00 00 End Date 23 04 2002 End Time 14 00 00 Interval 30 min e Results The time taken to measure 4 sets of 3 target points in both faces is 10 minutes The measurements will start at 14 00 00 on 20 04 2002 At 14 10 00 the first measurement set is complete The instrument will wait until 14 30 00 for the next scheduled measurement set This screen displays a notice that monitoring is in progress 16 50 IR N E SET
130. easure a distance to the target point being used to set the azimuth Next step PAGE F6 changes to BS Info page TPS1200 171 SETUP Set Stn amp Ori Set Azimuth BS Info page SETUP Set Stn amp Ori Set Azimuth Stn Info page 172 Description of fields Field Option Description lt Backsight ID gt Output Backsight ID as entered in SETUP Station Setup lt Code gt Choicelist The code for the backsight point lt Code Desc gt Output A short description of the code Next step PAGE F6 changes to Stn Info page Description of fields Field Option Description lt Station ID gt Output Station ID as selected in SETUP Station Setup lt Instrument Ht gt User input The instrument height lt Code gt Choicelist The code for the station lt Code Desc gt Output A short description of the code lt Stn Easting gt Output The easting coordinate for the setup station lt Stn Northing gt Output The northing coordinate for the setup station lt Stn Height gt Output The height of the setup station lt Current Scale gt Output The geometric scale correction is displayed The correction displayed depends upon the options chosen in CONFIGURE TPS Corrections GeoPPM page Next step SET F1 sets the station and sets the orientation TPS1200 Setup 11 7 Setup Method Known Backsight Point Requirements
131. econd point to use for computation of lt Azimuth gt lt Azimuth gt Output Computed azimuth between lt Point 1 gt and lt Point 2 gt lt Reqd Azimuth gt User input The required grid azimuth computed between two local points lt Rotation gt Output The rotation of the transformation calcu lated as lt Reqd Azimuth gt minus lt Azimuth gt The field is updated as lt Point 1 gt lt Point 2 gt and lt Reqd Azimuth gt are changed TPS1200 Determine Coordinate System One Point Localisation DET C SYS Step 5 Determine Scale Next step CONT F1 continues to DET C SYS Step 5 Determine Scale This screen contains different fields depending on the lt Method gt selected The explanations for the softkeys given below are valid as indicated The scale is calcu lated using the formula r h r where r is the distance from the centre of the ellipsoid to the WGS 1984 point selected in DET C SYS Step 3 Choose Common Point and h is the height of this point above the WGS 1984 ellipsoid for lt Transfrm Type Onestep gt or the local ellipsoid for lt Transfrm Type Twostep gt ogag N E DET C SYS Her I Bo Step 5 Determine Scale Hethod Known WGS84 A CONT F1 i To confirm the selections and to WGS84 Point 101d continue with the subsequent screen Scale 0 9999257 Reduced to Ellipsoid GRID F2 To compute the grid scale factor Available for lt Transfrm Type za T Twostep gt where lt Method
132. een consists of five pages The fields available on the General page and the Checks page are very similar to those in STAKEOUT Configuration Refer to 1 2 Configuration of a Logfile for information on the fields on these pages The expla nations for the softkeys given below are valid as indicated 17 11 IR ED REFLINE e em E CONT F1 To accept changes and return to the Reneral Orientate Heights Polyline l agfile To LinesArchlQ Stake Hode Orthogonal f screen from where this screen was Visual Guides Arrows amp Graphics 4p accessed Display Mask lt None gt 4 DMASK F3 Use Chainages No lt To edit the display mask currently Auto Position 301 being displayed Available when uzat lt Display Mask gt is highlighted on CONT PAGE General page SHIFT ABOUT F5 To display information about the application program name the version number the date of the version the copyright and the article number Description of fields Field Option Description lt Orientate gt The reference direction to be used to stakeout points The stakeout elements and the graphical display shown in the Reference Line application program are based on this selection To Line Arc The direction of the orientation is parallel to the reference line or the reference arc To Station The direction of the orientation is from the measured point to the instrument station From Station The d
133. eens are outlined below e Refer to 11 6 Setup Method Set Azimuth for information on softkeys fields 18 44 IR FoM SETUP e STD I 8 So Set Stn amp Ori Known BS Point Setup RS Tnfa Stn Tnfof Backsight ID Reflector Ht 1 941 n Calc Azimuth 45 00 00 Calc HDist 141 421 a QHoriz Dist sss n AHeight Sa a a m zar Refer to the description of softkeys for SET DIST GPS MORE PAGE details on softkeys and their functionality Description of screen softkeys Key Description SET F1 To set the station and orientation and exit the Setup applica tion program TPS1200 173 174 Key Description DIST F2 To measure the distance to the backsight point GPS F4 Available when using SmartPole To enter the GPS Survey screen the same screen as for SmartRover and measure a point with GPS The antenna height is automatically converted from the reflector height STORE F1 to store the point and leave the GPS Survey screen The point is stored to the lt Job gt and copied to the lt Fixpoint Job gt where it can be used as a backsight ESC or SHIFT QUIT F6 to leave the GPS Survey screen MORE F5 The display changes to the measured values of azimuth horizontal distance and height Available on the Setup page Description of fields Field Option Description lt Backsight ID gt Choicelist Backsi
134. eference plane defining taie Cee nee aa aks 127 BTL koTo Rleeneeterreteer tere eer tree se meeerren peremrener rere 128 V RGA inanon Whe scp eaeeerienecnasscgadea lee 127 Reference point c ccceeceeeeeeeeeeeeeeeeeseteeeeeeaeees 91 REM A naaien wu dl Sets of angles ACCESS we 142 Calculation 150 Configuration 143 Measure Sets csccscacenersesntencestensrsnesnersnes 149 Measurement methods cece eee 143 Results OME TACC siicccersniescascees Sec navabenstmvataseeiss 153 VWOTACCS os vicsni etn sceevsevesnennetieane dane nieateonces 151 Select POINTS sees aisle ee heed eee eed aes 148 Sets of angles application program 141 Setup Application program 157 Configuration siitoin 160 Measure target points 175 MGM ORS accenna ae 170 Properties of points ccceeeeeeeteeeeeeeee 159 Set station and azimuth 0 ee 170 Set station and backsight 173 REMOT OE 211 Shift Rotate amp Scale Remote point 209 211 COGO match points 0 eee ACCESS siiin eiria Ea EAEk 211 Sideshot traverse COGO calculation Configuration ccccccceseeeeeeeceeeeeeeeeeeneeees 210 SKIP Aissa eais Geen els nates aE E E E A E reas 210 Skip point in Stakeout 0 0 0 0 eee eeeeeeeeee Resection Resection Helmert 0e 178 SSHOT wvcisscccssncvsscneseersedecstecasssasancesctesseesveavnendsses Residual Stake Distribution COGO Shift R
135. en from where this screen was accessed FIX F4 or ADJST F4 Available for Classic 3D page unless lt Transf Model gt is highlighted To define which parameters are uzat computed or fixed in the Classic 3D CONT PAGE transformation Description of fields Field Option Description lt Default Method gt Normal or Method used to determine the coordinate One Pt Localistn system lt Default Onestep The default transformation to be used Transformation gt Twostep or when determining the coordinate system Classic 3D lt Default Orthometric or The default height type to be used when Height Mode gt Ellipsoidal determining the coordinate system lt Default Match gt Pos amp Height Options available depend on the choice Pos Only made for lt Default Transformation gt Height Only or Point parameters to be matched between lt None gt points in both datums Next step PAGE F6 changes to the Residuals page Determine Coordinate System Gen eral TPS1200 51 DET C SYS Configuration Residuals page DET C SYS Configuration Classic 3D page 52 Description of fields Field Option Description lt Easting gt User input The limit above which Easting residuals will be flagged as possible outliers lt Northing gt User input The limit above which Northing residuals will be flagged as possible outliers lt Height gt Us
136. entarily displayed in the message line 187 188 Field Option Off Dist From Stn Dist Frm Last Pt Description No information is displayed in the message line The delta Hz angle that the instrument should turn to the point and the distance from the instrument to the point is momentarily displayed in the message line The delta Hz angle that the instrument should turn to the point and the distance from the last staked point is momentarily displayed in the message line lt Display Mask gt Choicelist The user defined display mask to be shown in STAKEOUT XX Stakeout lt Closest Point gt Yes No The order of the points suggested for staking out After staking and storing a point the next point suggested for staking out is the point closest to the point which was staked After staking and storing one point the next point suggested for staking out is the subsequent one in lt Stakeout Job gt lt Auto Position gt 2D 3D Off Instrument positions horizontally to the point to be staked Instrument positions horizontally and vertically to the point to be staked Instrument does not position to the point to be staked lt Update Angle gt Yes No Angles are updated with telescope move ment after a distance was measured Angles and stakeout values are updated after a distance measurement lt Store Pt ID gt Same as Stake Pt Prefix S
137. ents of the cross section can be surveyed SURVY F5 To manually occupy a point that is not part of the cross section The point is not treated as an element of the cross section The open template remains open Available if a template has been opened with START F4 SHIFT CONF F2 To configure the Cross Section Survey application program SHIFT PREV F3 To select the previous element of the cross section template The currently measured element will not be stored Available for STOP F4 being displayed SHIFT NEXT F4 To select the next element of the cross section template The currently measured element will not be stored Available for STOP F4 being displayed SHIFT INDIV F5 and SHIFT RUN F5 To change between entering an indi vidual point ID different to the defined ID template and the running point ID according to the ID template Survey Cross Section Description of fields Field Option Description lt Point ID gt User input The identifier for manually occupied points The configured point ID template is used The ID can be changed in the following ways e To start anew sequence of point ID s type over the point ID e For an individual point ID independent of the ID template SHIFT INDIV F5 SHIFT RUN F5 changes back to the next ID from the configured ID template lt Reflector Ht gt User input The reflector height lt Template gt Choicelist Outp
138. equired Azimuth 73 6 GPS Survey 75 6 1 Overview 75 6 2 Management of Antennas 79 6 2 1 Overview 79 6 2 2 Creating a New Antenna Editing an Antenna 80 TPS1200 3 7 Hidden Point 83 7 14 Overview 83 7 2 Configuring Hidden Point 85 7 3 Measuring Hidden Points 87 8 Reference Line 91 8 1 Overview 91 8 2 Configuring Reference Line 92 8 3 Starting Reference Line 97 8 3 1 Manually Entering a Reference Line Arc 97 8 3 2 Selecting an Existing Reference Line Arc 100 8 3 3 Defining the Offsets related to a Reference Line Arc 103 8 3 4 Defining the Slope related to a Reference Line Arc 105 8 4 Measuring to a Reference Line Arc 109 8 5 Staking to a Reference Line Arc 112 8 6 Gridstaking to a Reference Line Arc 116 8 7 Staking to a Polyline 118 8 7 1 Overview 118 8 7 2 Accessing Staking to Polylines amp Choosing a Polyline 119 8 7 3 Stake Parameters 120 8 7 4 Staking Operation 122 8 7 5 Results of Stakeout 125 9 Reference Plane amp Face Scan 127 9 1 Overview 127 9 2 Configuring Reference Plane 130 9 3 Managing Reference Planes 132 9 4 Measuring Points to a Reference Plane 137 9 5 Scanning a Plane 138 10 Sets of Angles 141 10 1 Overview 141 10 2 Sets of Angles 142 10 2 1 Accessing Sets of Angles 142 10 2 2 Configuring Sets of Angles 143 10 2 3 Managing the Points List 146 10 2 4 Measuring the New Points 148 10 2 5 Measuring the Sets 149 10 2 6 Calculating Angles and Distances in Two Faces 150 10 2 7 Viewing Angle
139. er input The limit above which Height residuals will be flagged as possible outliers lt Default None The method by which the residuals of the Residual Distbtn gt 1 Distance or control points will be distributed Multiquadratic throughout the transformation area Next step PAGE F6 changes to the Classic 3D page The settings on this page define the parameters to be used in a Classic 3D transfor mation IF the value for a field is THEN the value for this parameter will be calculated any number fixed to that value Next step CONT F1 returns to DET C SYS Determine Coord System Begin TPS1200 Determine Coordinate System Gen eral 3 2 2 Configuring Det Coord System One Point Localisation Access Step Description step by step 1 PROG The PROG key opens the TPS1200 Programs menu 2 Select Determine Coordinate System and press CONT F1 3 Press CONF F2 to access DET C SYS Configuration Select lt Default Method One Pt Localistn gt DET C SYS Configuration Method page Description of fields The softkeys are identical to those available for lt Default Method Normal gt Refer to 3 2 1 Configuring Det Coord System Normal for information on softkeys Field Option Description lt Default Method gt Normal or One Pt Localistn Method used to determine the coordinate system
140. erage gt and for more than one measured coordinate triplet recorded for the same point TPS1200 195 Description of fields SHIFT ABS F2 To check the absolute difference between the measurements Avail able for lt Averaging Mode Abso lute Diffs gt and for more than one measured coordinate triplet recorded for the same point SHIFT 2FACE F4 To take a measurement in Face and Face II The point stored is an average of the two measurements When using instruments fitted with ATR the point is automatically meas ured in both faces the resulting point is stored and the instrument is returned to the first face This hotkey is only available for lt EDM Mode Standard gt and lt EDM Mode Fast gt and in the Survey Reference Line and Stakeout programs SHIFT INDIV F5 and SHIFT RUN F5 To change between entering an indi vidual point ID different to the defined ID template and the running point ID according to the ID template Field Option Description lt Point ID gt User input The identifier for measured points The configured point ID template is used The ID can be changed To start a new sequence of point ID s overtype the point ID For an individual number inde pendent of the ID template SHIFT INDIV F5 SHIFT RUN F5 changes back to the next ID from the configured ID template lt Reflector Ht gt User input The last used reflector height is suggested when a
141. escription of free codes Output field for the description of point codes Output field displaying the current EDM mode Output field displaying the current EDM type Output field for the Easting coordinate of the measured point Survey Auto Points Survey Auto Points Field Option Height Height Diff Horiz Dist Hz Angle Line Space Full Line Space Half Linework Msd Auto Points Northing Offset Cross Offset Height Offset Length Reflector Reflector Height SD Last Rec Slope Dist Time at Point V Angle Description Output field for the height coordinate of the measured point Output field for the height difference between station and reflector Output field for the horizontal distance calculated from the measured slope distance and the vertical angle Output field for the horizontal angle Insert full line space Insert half line space Choicelist with instructions how the soft ware should flag a line area Output field for the number of auto points logged after pressing START F1 in SURVEY Survey Job Name Auto page Counting starts from 0 every time START F1 is pressed Output field for the North coordinate of the measured point Input field for the horizontal distance offset for the measured point perpendic ular to the line of sight Input field for the height offset of the measured point Input field for the horizontal distance offset in the
142. example for lt Use DTM DTM only gt position relevant fields are unavail able The limits that have been exceeded are shown in bold and indicated by a 1214 AED STAKEOUT err STD E 3 Ba Difference Limit nig Point ID 0004 BACK F1 Store ID Ty To return to STAKEOUT XX Stakeout without storing the point BACK Fi 0 868 n LEFT G 5244 a Staking out of the same point FILL 0 534 n continues STORE F3 2D Dift t 5 282 n To accept the coordinate differences 3D Diff 5 309 nm fare th int inf ti dret uzat store the point information and return BACK STORE SKIP to STAKEOUT XX Stakeout SKIP F4 To return to STAKEOUT XX Stakeout without storing the point According to filter and sort settings the subsequent point in lt Stakeout Job gt is suggested for staking out Description of fields Field Option Description lt Point ID gt Output The point ID of the point to be staked lt Store ID gt User input The unique number which is used to store the staked point Allows a different point ID to be typed in if needed lt A DISTANCE gt Output The difference of the horizontal distance to the point to be staked and the current position lt 2D Diff gt Output Displays the horizontal difference from the staked point to the point to be staked lt 3D Diff gt Output Displays the spatial difference from the staked point to the point to be staked TPS1200 Stakeout
143. eys without esti mating right angle offsets with or without taping of the dimensions Measurements behind overhangs buttresses and columns for quantity determi nations in underground construction or mining 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 restora tion 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 TPS1200 83 84 TPS Hidden Point application program does not generate a logfile TPS1200 Hidden Point 7 2 Configuring Hidden Point Access step by step HIDDEN PT Configuration Hidden Point Step Description 1 PROG The PROG key opens the TPS1200 Programs menu 2 Select Hidden Point and press CONT F1 3 Press CONF F2 to access HIDDEN PT Configuration iiss y WD HIDDEN PT Hee STD RS B CONT F1 Configuration Display Mask Survey 4 To accept changes and return to the Heas Tolerance 0 020 n screen from where this screen was Delete Aux Points Yes 4 accessed DMASK F3 No of Reflcetors q i Auto Position E To edit the display mask currently Rod Length 1 000 m being displayed in this field Dist R1 R2 0 350 n Accesses CONFIGURE Def
144. f lt EDM Mode Tracking gt and or lt Log Auto Pts Yes gt records measured point and continues tracking gt BNDY F3 gt SURF F3 To change the class of the point to be measured between surface point and boundary point DONE F5 To finish measuring and to return to the Volumes Calculations Menu PAGE F6 To change to another page on this screen SHIFT INDIV F5 and SHIFT RUN F5 To change between entering an indi vidual point ID different to the defined ID template and the running point ID according to the ID template Volume Calculations Volume Calculations Description of fields Field Option Description lt Point ID gt User input The identifier for manually occupied points The configured point ID template is used The ID can be changed in the following ways To start anew sequence of point ID s type over the point ID For an individual point ID independent of the ID template SHIFT INDIV F5 SHIFT RUN F5 changes back to the next ID from the configured ID template lt Reflector Ht gt User input The last used reflector height is suggested when accessing the Survey application program An individual reflector height can by typed in lt Hz gt Output The current horizontal angle lt V gt Output The current vertical angle lt Horiz Dist gt Output The horizontal distance after DIST F2 was pressed No distance is displayed w
145. f auto points is active Up to two offset points related to one auto point can be logged The offset points can be both to the left or right and they can be coded independently of each other and of the auto points Refer to 14 4 Offset Points of Auto Points Survey Auto Points TPS1200 199 14 2 Configuring Auto Points Access step by step SURVEY Configuration Auto Points page 200 Step Description 1 PROG The PROG key opens the TPS1200 Programs menu 2 Select Survey and press CONT F1 3 Press CONF F2 to access SURVEY Configuration 17 23 IR vA E SURVEY e STD I i a 8 CONT F1 To accept changes and return to the Log Auto Pts Log By screen from where this screen was Log Every accessed DMASK F3 EDH Hode A Available for lt Log Auto Pts Yes gt To configure what is viewed in the uzat Auto page in the Survey application CONT DHASK PAGE program Description of fields Field Option Description lt Log Auto Pts gt Yes or No Activates or deactivates logging of auto points and all fields on this screen lt Log By gt Time Auto points are stored according to a time interval Distance The difference in distance from the last stored auto point which must be reached before the next auto point is measured The auto point is stored with the next available measured position Height Diff The height difference from the last sto
146. f control points needed Transformation to use One control point for both the WGS 1984 and the local datum Onestep or Twostep when information about the necessary rotations and scale factor is known e Classic 3D when the rotations are to be set to zero and the scale factor to one TPS1200 Determine Coordinate System Gen eral 3 2 3 2 1 Description Access step by step DET C SYS Configuration Method page Configuring Det Coord System Configuring Det Coord System Normal The configuration of DET C SYS normal method allows options to be set which are used as the default options within the Determine Coordinate System application program when using the normal method These settings are stored within the active configuration set Step Description 1 PROG The PROG key opens the TPS1200 Programs menu 2 Select Determine Coordinate System and press CONT F1 3 Press CONF F2 to access DET C SYS Configuration Select lt Default Method Normal gt The explanations for the softkeys given below are valid for all pages unless other wise stated E A a H oT ul DET C SYS Configuration 7 T ROG Methnd Residuals Classic AD Default Method Default Transformation Default Height Mode Default Hatch Classic 3D4 Ellipsoidal p Pos amp Height p CONT F1 To accept changes and return to the scre
147. f the screen TPS1200 119 8 7 3 Access REFLINE Stake Parameters page 120 Stake Parameters CONT F1 in REFLINE Choose Polyline Operating parameters are defined on this page This screen contains the Parameters page the Coords page and the Map page The explanations for the softkeys are valid for all three pages Refer to 35 MapView Interactive Display Feature for information on the functionality and softkeys avail able 17 11 Ronrds Map Line Name LINE1_9 Strt Chainage 0 000 n Length 5 400 n End Chainage 5 400 n Cha inage ATT Offset 0 000 u Vert Shift 0 000 n Chainage Inc at CONT PREV NEXT PAGE Description of fields CONT F1 To accept the parameters and to continue with the subsequent screen PREV F4 To decrease the chainage value down chainage by the defined chainage interval lt Chainage Inc gt NEXT F5 To increase the chainage value up chainage by the defined chainage interval lt Chainage Inc gt PAGE F6 To change to another page on this screen SHIFT BOP F4 To return the chainage value to the beginning of the project SHIFT EOP F5 To send the chainage value to the end of project Field Option Description lt Line Name gt Output The name of the selected polyline lt Strt Chainage gt Output The beginning chainage of the line C The start chainage can be edited from R
148. fsets on a defined refer ence arc SURVY F5 Available for lt Ref to Use Manually Enter gt when a point field is high lighted To measure a point Reference Line TPS1200 97 98 Description of fields SHIFT CONF F2 To configure the reference line arc Field Option Description lt Method gt Choicelist The method by which the reference line arc will be defined Depending on the task selected in REFLINE Reference Task Menu various options are available lt Start Point gt Choicelist The start point of the reference line arc lt Second Point gt Choicelist Available for lt Method 3 Points gt The second point of the reference arc lt End Point gt Choicelist Available for lt Method 2 Points gt lt Method 3 Points gt and lt Method 2 Points Radius gt The end point of the reference line arc lt Line Length gt Output Available for lt Ref to Use Manually Enter gt with lt Method 2 Points gt The horizontal grid distance between lt Start Point gt and lt End Point gt of the line is displayed if the distance cannot be calculated lt Azimuth gt User input Available for lt Method Pt Brg Dst Grade gt and lt Method Pt Brg Dst AHt gt The azimuth of the reference line lt Horiz Dist gt User input Available for lt Method Pt Brg Dst Grade gt and lt Method Pt Brg Dst AHt gt The horizontal distance from the
149. ght point ID All 3D and 2D points from lt Fixpoint Job gt can be selected lt Reflector Ht gt User input The default reflector height as defined in the active configuration set is suggested lt Calc Azimuth gt Output Calculated azimuth from the station to the backsight point lt Calc HDist gt Output Calculated horizontal distance from the station to the backsight point lt AHoriz Dist gt and lt AHeight gt Output The difference between the calculated horizontal distance or coordinate height from station to backsight point and the measured distance or height lt Horiz Dist gt and Output Displayed after a distance was meas lt Height gt ured with DIST F2 and after MORE F5 was pressed The measured hori zontal distance to or height of the back sight point Next step SET F1 sets the station and sets the orientation TPS1200 Setup 11 8 Setup Method Orientation amp Height Transfer Requirements Access step by step SETUP Measure Target Setup e For TPS1200 the position coordinates of the station point are required The instrument is set up and oriented to one or more known backsight targets e For SmartStation the position coordinates of the station are unknown and are determined with GPS real time The instrument is set up and oriented to one or more known backsight targets e For TPS1200 and SmartStation the orientation is determined by s
150. gure the application program SETUP F3 Contig Set survey y To set up the station Ref lector Leica Circ Prism 4p Add Constant 0 0mm CSYS F6 z uzat To select a different coordinate CONT CONF SETUP csys system Description of fields Field Option Description lt Stakeout Job gt Choicelist e Available for Stakeout The job containing the points to be staked lt Fixpoint Job gt Choicelist e Available for Traverse The job containing points for the control points to begin to check and to end the traverse lt Job gt Choicelist e The active job e For Stakeout and Reference Line points which are occupied after staking out are stored in this job Application Programs Getting TPS1200 7 Started Field Option Description lt Coord System gt Output The coordinate system currently attached to the selected lt Job gt lt Codelist gt Choicelist Output Nocodes are stored in the selected lt Job gt All codelists from Main Menu Manage Codelists can be selected Codes have already been stored in the selected lt Job gt lt DTM Job gt Choicelist Available for Stakeout if lt Use DTM DTM only gt and lt Use DTM DTM amp Stake Job gt in STAKEOUT Configu ration Heights page Available for Reference Line if lt Heights Use DTM Model gt in REFLINE Configuration Heights page To select a DTM to be staked and to selec
151. hange to another page on this screen muzar SHIFT CONF F2 CONT PAGE To configure the program Description of fields Field Option Description lt Surface Name gt Output Surface lt Area gt Output Area of the base plane lt Net Volume gt Output Volume of the surface Next step CONT F1 returns to the Volume Calculation Menu screen TPS1200 Volume Calculations A AUTO POINtS siasii ssania 199 204 Access Configuration cccceececeeceeeeeeeeeeeteeeteeteeees 200 AUTODOM ihtisas 204 LOGGING E S 200 Determine coordinate system OffSet POIN S ccccccisssiescesccsessscocsesosrtvaseesnsens 207 One point localisation method 0 63 Auto Points ACCESS ccceseeesseessseeseeseesseees 204 Gridstake to reference line arc 000 116 Azimuth compute Local Resection ooo eeceeceeccececeeseeseeeseeseeees 179 Determine coordinate system 73 Resection Resection Helmert 00 178 B Select reference line from job 00 100 r Set Staton and ee ae eee 170 Backward in Survey Cross Section 000 214 Set station and backsight s scssssnceccsonecsncecnn 173 BASE gesiene ieaiisisia gnis maien ieies 211 Sels of andes ea ie igen 142 Bearing Bearing ntersection method 5 26 Stakeout points reference line csccccssseeenne 112 Bearing Distance intersection method 26 PADD a E E E cid 37 c ADDI ones eesssecs
152. he PROG key opens the TPS1200 Programs menu 2 Select Survey Cross Section and press CONT F1 3 Press CONF F2 to access X SECTION Configuration 42 24 an CONT F1 Her STD a 3 am X SECTION To accept changes and return to the Sie screen from where this screen was Hethod nZaq accessed Direction Forward 4 DMASK F3 an Available for lt Display Mask gt being Sio lag ress highlighted on General page To edit the display mask currently being Display Mask lt None gt sp displayed in this field zag SHIFT ABOUT F5 CONT To display information about the program name the version number the date of the version the copyright and the article number Description of fields Field Option Description lt Method gt ZigZag or Method by which subsequent cross Same Direction _ sections will be surveyed Refer to 16 1 Overview for a diagram lt Direction gt Forward The cross sections will be surveyed in the same way as the elements are defined in the selected lt Template gt in X SECTION Survey Job Name Backward The cross sections will be surveyed in the reverse way as the elements are defined in the selected lt Template gt in X SECTION Survey Job Name lt Show Attrib gt Choicelist Defines which attribute field is displayed in X SECTION Survey Job Name Useful if the surveyor is stringing can then see that the correct string attribute value is being
153. he maximum horizontal coordinate differ ence which is accepted in the position check lt Height Check gt Yes or No Allows a check to be made on the vertical difference between the staked point and the point to be staked If the defined lt Height Limit gt is exceeded the stakeout can be repeated skipped or stored lt Height Limit gt User input Available for lt Height Check Yes gt Sets the maximum vertical difference accepted in the height check lt Beep near Pt gt Yes or No The instrument beeps when the hori zontal radial distance from the current position to the point to be staked is equal to or less than defined in lt Dist from Pt gt lt Dist from Pt gt User input Available for lt Beep near Pt Yes gt The horizontal radial distance from the current position to the point to be staked when a beep should be heard TPS1200 Reference Line The Heights page The Polyline page Reference Line Next step PAGE F6 changes to the Heights page Description of fields Field Option Description lt Heights gt Depending on the task chosen this param eter controls the following When measuring to a line arc it deter mines the delta height value which is displayed when points are being measured When staking to or gridstaking a line arc it determines the height value to be staked out Use Ref Line Heights are computed along the
154. he second point of the arc lt End Point gt Choicelist The end point of the line Available for lt Method 2 Points gt lt Point 1 gt Choicelist A point on the first tangent Available for lt Method 2 Tgnts Radius gt lt Method 2 Tgnts Arc Lngt gt and lt Method 2 Tgnts Chrd Lngt gt lt PI Point gt Choicelist The point of intersection of the two tangents Available for lt Method 2 Tgnts Radius gt lt Method 2 Tgnts Arc Lngt gt and lt Method 2 Tgnts Chrd Lngt gt lt Point 2 gt Choicelist A point on the second tangent Available for lt Method 2 Tgnts Radius gt lt Method 2 Tgnts Arc Lngt gt and lt Method 2 Tgnts Chrd Lngt gt lt Azimuth gt User input The azimuth of the line Available lt Method Pt Brg Dist gt lt HDist XX gt User input The horizontal distance from the start point to the end point of the line Avail able for lt Method Pt Brg Dist gt lt Radius gt User input The radius of the arc Available for lt Method 2 Points Radius gt lt Arc Length gt User input The length of the arc Available for lt Method 2 Tgnts Arc Lngt gt lt Chord Length gt User input The length of the chord Available for lt Method 2 Tgnts Chrd Lngt gt lt Offset Point gt Choicelist The offset point Available for lt Task Calc Base Point gt lt ALine XX gt User input
155. he setup can be continued and completed at a later time This key is replaced by CALC F5 when sufficient data is available CALC F5 to compute the setup results This is applicable when at least two target points have been measured and stored SET F1 to set the TPS station and TPS orientation in the SETUP Results screen This setup is now complete It is still possible to add additional points to the setup to improve the setup results Refer to 11 11 Setup Results Least Square and Robust Calculation for details TPS1200 Setup 11 5 Setup Reminder Description Access Setup Reminder screen Setup e When activated the setup reminder function displays a screen which enables the user to check the current station setup details before proceeding with the survey When this screen appears three options are available to the user 1 To keep the current station setup and proceed with the survey e 2 To create a new station setup e 3 To check the backsight point e The setup reminder function is available to every application program except Alignment Tool Kit e Determine Coordinate System e Setup e Traverse When the setup reminder function is activated refer to 11 2 Configuring Setup the current station setup details are displayed whenever CONT F1 is pressed in a Begin screen in an application program Reminder for setup method Reminder for setup method Set Azimuth Ori amp Ht Transfer
156. hen accessing the screen and after REC F3 or ALL F1 lt Ht Diff gt Output The height difference between station and measured point after DIST F2 Displays when accessing the screen and after REC F3 or ALL F1 Next step Press ESC returns to the VOLUMES Choose Task amp Surface screen Press ESC again to return to the VOLUMES Volume Calculations Menu screen TPS1200 235 18 3 Step 2 Triangulating the Surface Triangulating the surface Defining the boundary 236 e To calculate a surface by establishing a triangulation triangulation method delauny of the measured surface points MAAD CEN E VOLUMES 1 sol g on oa CONT F1 Penara REEERE To access VOLUMES Boundary Surface Nane Definition F1 changes to CALC PAGE F6 No Surf Pts 93 A No Bndy Pts 33 To change to another page on this screen Last Pt ID 1000 SHIFT CONF F2 as bt Te 129a a To configure the program a S azar SHIFT DEL S F4 CONT PAGE To delete the surface Description of fields Field Option Description lt Surface Name gt Choicelist Name of the surface to be triangulated lt No Surf Pts gt Output Number of the measured surface points lt No Bndy Pts gt Output Number of the measured boundary points lt Last Pt ID gt Output ID of the last measured point of the chosen surface lt Last Pt Date gt Output Date of the last measured po
157. ighting to one or more known target points maximum of ten target points Only angles or both angles and distances may be measured The height of the station point can also be derived from the target points Step Description 1 Press PROG to access the TPS1200 Programs menu 2 Select and activate Setup to move to the first screen 3 Press CONT F1 to access SETUP Station Setup 4 lt Method gt Ensure that Ori amp Ht Transfr is selected lt Station Coord gt Select the source for the station coordinates lt Station ID gt Enter Select the instrument station lt Instrument Ht gt Enter the height of the instrument station lt Fixpoint Job gt Select the fixpoint job of the control target points 5 lt Fixpoints gt Select the method for measuring the control target points Select Meas All Now if a Standard setup is required Select Add Points Later if an On the Fly setup is required 6 The geometric scale correction is displayed The correction displayed depends upon the options chosen in CONFIGURE TPS Corrections GeoPPM page if lt Calc Scale Automatically gt lt Computd Scale gt is displayed if lt Calc Scale Manually gt lt Current Scale gt is displayed 7 Press CONT F1 to access SETUP Measure Target 1 18 21 IR oA SETUP 8 STD I 8 Ro easure Target 1 Xx Point ID 100 af Reflector Ht 1 9418 Azimuth 9 y e a Slope Dist
158. ilable for lt Log By Dist or Ht gt The value for the height difference before the next auto point is logged lt Stop Posi tion gt User input Available for lt Log By Stop amp Go gt The maximum distance within which the position is considered stationary lt Stop Time gt User input Available for lt Log By Stop amp Go gt The time while the position must be stationary until an auto point is stored lt EDM Mode gt Tracking SynchroTrack Continuous distance measurement with 0 3 s measuring time and 5 mm 2 ppm accuracy When the logging of auto points has started TRK is displayed as an icon Available only for lt EDM Type Reflector IR gt This is the measurement mode for the inter polation of angle measurements in IR LOCK Tracking mode In difference to normal IR LOCK Tracking mode where angle meas urements are only assigned to certain distance measurements SynchroTrack will perform a linear interpolation between the previous and following angle measurement based upon the timestamp of the EDM measurement When the logging of auto points has started SYNC is displayed as an icon TPS1200 201 SURVEY Configure Auto Pts Display Mask 202 Next step DMASK F3 to configure a display mask 12 29 SURVEY e Configure Auto Pts Display Mask Fixed Lines 1st 2nd 3rd 4th 5th 6th 7th Line Line Line Line Line Line
159. ine Dist R1 R3 0 200 n uzat Display Mask n Available for CONT DHASK lt Display Mask gt being highlighted SHIFT ABOUT F6 To display information about the program name the version number the date of the version the copyright and the article number Description of fields Field Option Description lt Display Mask gt Choicelist The user defined display mask to be shown in HIDDEN PT Measure Reflector n All display masks of the active configu ration set defined in CONFIGURE Display Settings can be selected lt Meas User input Limit of the difference between input and Tolerance gt measured spacing of the reflectors For three reflectors being used limit for maximum deviation of the three measure ments lt Delete Yes or No The auxiliary points are deleted when the Aux Points gt hidden point is stored The auxiliary points are reflector 1 reflector 2 and reflector 3 of the hidden point rod The Auxiliary Points ID template is used for the auxiliary points The Survey Points ID template is used for the computed hidden point TPS1200 85 86 Field Option Description lt No 2or3 Two or three reflectors are used on the of Refectors gt rod lt Auto Position gt Yes or No Available for lt No of Reflectors 3 gt The third reflector is aimed at automatically lt Rod Length gt User input Total length of hidden point ro
160. ine and press CONT F1 2 3 CONT F1 to access REFLINE Reference Task Menu 4 REFLINE Reference Task Menu This screen defines the task to be performed Select a task Gridstake to XX Press CONT F1 to access REFLINE Choose Reference Line 6 Press CONT F1 to access REFLINE Define Grid Defining the grid The softkeys are identical to those available for staking to a reference line arc Refer to 8 5 Staking to a Reference Line Arc for information on the softkeys Description of fields Field Option Description lt Begin Grid at gt User input Distance along the reference line arc from the start point to the first target point to be staked lt Chainage gt User input Chainage of the first target point to be staked along the line arc This is the chainage of the start of the reference line arc plus lt Begin Grid At gt lt Increment by gt User input Spacing between points on the grid line lt Line Offsets gt User input Spacing between grid lines lt Next Line gt Start at Begin Current Grid Pt Each new grid line is started at the same end as where the previous grid line started Each new grid line is started at the same end as where the previous grid line finished lt Point ID gt Grid ID Pt ID Template Point ID is shown as the position of the grid being staked The point ID template as defined in the active configuratio
161. ine arc Reference Line TPS1200 107 108 Field Description lt ALine Arc gt Displays the horizontal distance from the start point of the line arc to the base point of the measured point along the line arc lt ALine Arc End gt Displays the horizontal distance from the end point of the line arc to the base point of the measured point along the line arc lt AOffset gt Displays the perpendicular offset from the line arc to meas ured point lt AOffset Hinge gt Displays the perpendicular offset from the hinge to measured point TPS1200 Reference Line 8 4 Se Access step by step The Ref Line page Reference Line Measuring to a Reference Line Arc This chapter does not apply for staking to polylines Step Description 1 PROG The PROG key opens the TPS1200 Programs menu Select Reference Line and press CONT F1 Select a task Measure to XX 2 3 CONT F1 to access REFLINE Reference Task Menu 4 REFLINE Reference Task Menu This screen defines the task to be performed Press CONT F1 to access REFLINE Choose Reference Line Press CONT F1 to access REFLINE Measure Points The fields available depend on the options chosen for lt Heights gt and lt Edit Height gt in REFLINE Configuration Heights page and the task selected in REFLINE Reference Task Menu 13 03 WED REFLINE
162. ini tion Reference Plane amp Face Scan TPS1200 133 REFPLANE New Reference Plane Points page 134 Field Option Description lt Std Deviation gt Output Standard deviation of used points for plane definition is displayed unless more than four points are used to define the plane lt Max Ad gt Output Maximum distance between measured point and defined plane is displayed unless more than four points are used to define the plane Next step PAGE F6 changes to REFPLANE New Reference Plane Points page SIE vf ED REFPLANE err STD I T E New Reference Plane STORE F1 Reneral Pnints riginlOffset Plnt To compute and store the reference plane ADD F2 To add points from REFPLANE Data Job Name to define the refer ence plane USE F3 Gat To change between Yes and No for STORE ADD USE DEL SURVY PAGE the highlighted point DEL F4 To remove the highlighted point from the list SURVY F5 To measure a point to be used for the plane SHIFT ORIGN F4 To use the highlighted point as the origin of the plane Description of columns Column Description Ad m Displays the perpendicular distance of the point from the defi nition of the plane i Shown to the right of the point for a point which will be used as origin of the plane Shown to the left of the point if the point is outside maximum distan
163. int of the chosen surface lt Last Pt Time gt Output Time of the last measured point of the chosen surface Next step CONT F1 continues to the VOLUMES Boundary Definition screen M N E VOLUMES eT ml 9 ae CALC F1 a Definition x To start calculating the triangulation and to access to the VOLUMES Triangulation Results Height 1641 0700 Wear age ADD 1 F2 1007 1640610 To add points from the active job to 1008 1640 260 the surface 1009 1640 870 UP F3 aoe eet ize 7 To move the focused point one step CALC ADD 4 UP DOWN NORE PAGE up within the boundary definition DOWN F4 To move the focused point one step down within the boundary definition TPS1200 Volume Calculations The Extra menu Volume Calculations MORE F5 To display information about the code group the code type the code description and the quick codes if available PAGE F6 To change to another page on this screen SHIFT HOME F2 To move the focus to the top of the points list SHIFT END F3 To move the focus to the bottom of the points list SHIFT REM 1 F4 To remove the marked point from the surface SHIFT EXTRA F5 To access to the VOLUMES Extra Menu Next step SHIFT EXTRA F5 continues to the VOLUMES Extra Menu screen AIEEE ED VOLUMES ter STD g 8 x A Extra Henu A Add Hany Points 2 Remove All Points 3 Sort Points By Time 4 Sort Points By Proxi
164. ion gt b Height A p b Easting PO lt Rotation Pt gt P1 P2 Known point wn GPS12_156 P1 P2 Rotated point a Scale p5 pp Height pg tmtm pae b Easting me rt P1 lt Rotation Pt gt can be held A 7 gt b 3 A AT a fixed all other points are then P 23 scaled from here pro o P3 P2 P5 Known point GPS12_157 P2 P5 Scaled point Access Refer to 2 2 Accessing COGO to access COGO Shift Rotate amp Scale 36 TPS1200 COGO COGO Shift Rotate amp Scale Points page COGO Shift Rotate amp Scale Shift page COGO Listed are points which have been selected for shifting rotating and or scaling 12 14 IR y WED COGO He STD I E sog Shift Rotate amp Scale CALC F1 To perform the shift rotation and scale calculation and to continue with the subsequent screen Calculated COGO points are not yet stored ADD F2 To add several points from the active uzat job to the list Selected sort and filter CALC ADD ADD 1 REHOV NORE PAGE settings apply ADD 1 F3 To add one point from the active job to the list Selected sort and filter settings apply REMOV F4 To remove the highlighted point from the list The point itself is not deleted MORE F5 To display information about the codes if stored with any point the time and the date of when the point was stored and the 3D coordinate quality and the class SHIFT REM A F4 To remove all points from the list The poi
165. ion of the Y axis Reference Plane amp Face Scan TPS1200 129 9 2 Configuring Reference Plane Access step by step REFPLANE Configuration Parameters page 130 Step Description 1 PROG The PROG key opens the TPS1200 Programs menu 2 Select Reference Plane and press CONT F1 3 Press CONF F2 to access REFPLANE Configuration fis 5 e E REFPLANE Her STD E Bog Configuration Paraneters agtile CONT F1 Display Mask lt None gt f To accept changes and return to the screen from where this screen was x Max Ad for Plane Def 0 300 n accessed Face Scan gt 0 300 n DMASK F3 To edit the display mask currently Display All Points f being displayed Available when uzat lt Display Mask gt is highlighted on CONT PAGE Parameters page SHIFT ABOUT F5 To display information about the application program name the version number the date of the version the copyright and the article number Description of fields Field Option Description lt Display Mask gt Choicelist The user defined display mask is shown in REFPLANE Measure Points to Plane lt Max Ad for User input The maximum perpendicular deviation of Plane Def gt a point from the calculated plane lt Face Scan gt User input The maximum perpendicular deviation of a measured point in face scan from defined plane Scanned points outside the defined limit a
166. irection of the orientation is from the instrument station to the measured point TPS1200 Reference Line Reference Line Field Option To Arrow Description The direction of the orientation is from the current position to the point to be staked The graphical display shows an arrow pointing in the direction of the point to be staked lt Stake Mode gt Polar Orthogonal The method of staking out Available for lt Orientate From Station gt or lt Orientate To Station gt The hori zontal distance and angle between the current position and the point to be staked the height difference as defined in REFLINE Configuration the height of the point to be staked and the check distances are displayed The distances along and perpendicular to the orientation line between the current position and the point to be staked the height difference as defined in REFLINE Configuration the height of the point to be staked and the check distances are displayed lt Visual Guides gt Off Arrows Graphics Arrows amp Graphics Selects the visual guides displayed while staking points to lead to the point to be staked out Available unless lt Orientate To Arrow gt No symbols or graphics are displayed Available unless lt Orientate To Arrow gt Arrows are displayed The arrows show the direction of the difference in distance between the current position and the point to be staked p
167. is displayed If the orthometric height cannot be displayed the local ellipsoidal height is displayed If it is not possible to display the local ellipsoidal height the WGS 1984 height is displayed TPS1200 123 Next step Step Description 1 PAGE F6 changes to the Map page providing an interactive display of the data 2 ALL F1 changes to REFLINE Results 124 TPS1200 Reference Line 8 7 5 Results of Stakeout Access ALL F1 in REFLINE Stakeout REFLINE 17 23 IR gt WED Results REFLINE Ce sip I amp 2 8 Results EOP VPI x General page General Coords Map Point Id CONT F1 ed AATA aro To return to REFLINE Stakeout eas ainage m Heas Offset 5008 400 1 ELEV F3 Design Ht 0 000 m To add a vertical offset to the design Heas Ht 1 250 m height and to display the new height PAGE F6 C at To change to another page on this CONT ELEV PAGE screen Description of fields Field Option Description lt Point ID gt Output The point ID of the point staked lt Code gt User input With codelist Select a code from the choicelist Only point codes are available for selection lt None gt to store a point without code or to perform Linework without coding Without codelist Type in a code to store a point without code or to perform Linework without coding lt Meas Output The chainage measured at the staked Chainage gt point
168. isting program or CONT F1 b start Setup and create a new station setup or NEW F3 c start Setup and continue to measure additional fixpoints SETUP F6 Assign the function FUNC Continue Open Setup to the User Menu or Hot Key The Setup Reminder screen if it has been set is not displayed in this instance In the Survey program Setup can be accessed by SETUP F5 Point properties TPS Points The properties stored with a TPS point are Type Station Target Class REF MEAS or NONE Sub class TPS TPS Source Setup setup method Setup setup method Instrument TPS TPS GPS points only applicable when using SmartPole or SmartStation The properties stored with a GPS point are Type Station Station Class MEAS NAV Sub class GPS Fixed GPS Code only GPS Code only Source Setup setup method Setup setup method Instrument GPS GPS Setup TPS1200 159 11 2 Access step by step SETUP Configuration General page 160 Configuring Setup Step Description 1 PROG The PROG key opens the TPS1200 Programs menu 2 Select Setup and press CONT F1 3 Press CONF F2 to access SETUP Configuration Description of fields Field Option Description lt Setup Reminder gt Choicelist Yes No Current instrument setup details can be displayed to remind the user to either kee
169. lable for lt Method Known Local Ht gt A known local height lt Height SF gt User input Output Available for lt Method User Entered gt To type in the height scale factor Available for lt Method Known Local Pt gt and lt Method Known Local Ht gt The computed height scale factor Next step CONT F1 returns to DET C SYS Step 5 Determine Scale Determine Coordinate System One Point Localisation TPS1200 71 5 3 Det Coord System Classic 3D Transformation Access DET C SYS Step 2 Choose Parameters DET C SYS Step 3 Choose Common Point DET C SYS Step 4 Store Coord System 72 Refer to 5 1 Accessing Det Coord System One Point Localisation to access DET C SYS Step 1 Choose Transform Type Description of fields Refer to 5 2 Det Coord System Onestep Twostep Transformation paragraph DET C SYS Step 2 Choose Parameters for information about the fields available Next step CONT F1 continues to DET C SYS Step 3 Choose Common Point 10 06 vf ED Teper OLI E EL Step 3 Choose Common Point x WGS84 Point TF Known Point 10414 CONT F1 To confirm the selections and to Local Hoight Uso WGSB4 Pt Ht continue with the subsequent screen SURVY F5 uzat To measure a point and store it in CONT survY lt Local Pts Job gt Description of fields Field Option Description lt WGS84 Point gt Choicelist The point
170. late gt in X SECTION Survey Job Name General page 2 X SECTION Templates e Is across section template to be created from scratch NEW F2 to access X SECTION New Template e Is across section template to be created based on the one currently highlighted COPY F5 to access X SECTION New Template e Is across section template to be edited EDIT F3 to access X SECTION Edit Template Copying and editing cross section templates is similar to creating a new cross section template For simplicity the screens are called MANAGE XX Template Type in a name for the new cross section template Next step PAGE F6 changes to the Elements page The elements existing in the template are listed Description of columns Field Description No The number of the element Code The code assigned to the element is displayed if no code is assigned to the element Code Type The type of the code assigned to the element Next step IF THEN the creation of a STORE F1 template is finished an element is to be added ADD F2 or gt ADD F5 Refer to paragraph X SECTION Add Element an element is to be edited EDIT F3 Refer to paragraph X SECTION Add Element The functionality of the screens X SECTION Insert Element and X SECTION Edit Element in Template is very similar Survey Cross Section TPS1200 219 220 12 54 IR vf
171. lc Arc Center gt and lt Task Calc Offset Point gt lt Arc Length gt Output Computed length of arc Available for lt Task Calc Arc Center gt and lt Task Calc Offset Point gt lt Offs Pt Brng gt Output Bearing of offset point from base point to offset point Available for lt Task Calc Offset Point gt Next step PAGE F6 changes to the Code page The setting for lt Thematc Codes gt in CONFIGURE Coding amp Linework deter mines the availability of the fields and softkeys They are identical to those of themat ical coding with without codelist Refer to the TPS1200 Technical Reference Manual for information on coding Next step PAGE F6 changes to the Plot page Description of fields Field Option Description lt Method gt How the line is to be divided Refer to paragraph Diagrams Line Calculation Delta Angle To divide the arc by an angular value lt Line Length gt Output Calculated line length between the selected lt Start Point gt and lt End Point gt TPS1200 COGO Field Option Description lt Arc Length gt Output Computed length of arc lt No of Segs gt User input or The number of segments for the line output lt Seg Length gt User input or The calculated length of each segment or output the required segment length lt Last Seg Lgth gt Output Available for lt Method Segment Length gt The length of
172. lected set is used for calculations For No The selected set is not used for calculations Hz lt r Shows the calculated r in Hz of the selected set 2r is the sum of the difference between the reduced average direction and each sets directions For sets not used for calculation is shown Vir Shows the calculated r in V of the selected set Zr is the sum of the difference between the average V angles and each sets V angles For sets not used for calculation is shown Next step CONT F1 accesses SETS Calculate XX SETS 16 43 AED View Residuals in He lt i E soeg Set XX 0 00009 CONT F1 0 00009 To access SETS View XX Results USE F4 To set Yes or No in the Use column for the highlighted point uzar MORE F5 CONT USE NORE To view additional information 0 0000g 0 0000g Sets of Angles TPS1200 151 Description of columns when calculating angles Column Description Point ID Point ID of the measured points in the order they were defined and measured in SETS Measure New Points truncated to six digits from the right Use e For Yes The point is used for calculations in all sets For No The point is not used for calculations in all sets Resdl Hz Residual in the Hz value of the point within the single set Resdl V Residual in the V value of the point within the single set Avg Hz Reduced Average Hz val
173. lev Surface to Point gulated surface and the surface defined by the boundary points of the surface To calculate a volume between the trian gulated surface and the height entered by the user To calculate a volume between the trian gulated surface and the height of a selected point lt Surface Name gt Choicelist The surface chosen from the triangulated surfaces currently stored to the active job lt No Triangles gt Output The number of triangles from the triangu lated surface lt To Elevation gt User Input To enter a height for the elevation plane This height will be used as the reference when lt Method Surface To Elev gt is selected lt To Point gt Choicelist To select a point from the active job This point height will be used as the refer ence when lt Method Surface To Point gt is selected TPS1200 239 Volume calculation results 240 Field Option Description lt Elevation gt Output The elevation of the selected point Next step CALC F1 calculates the volume and continues to the VOLUMES Volume Calcu lation Results screen rive eS 7D VOLUMES eT STD p 3 zY CONT F1 on l n A o Taie Computing the volume and access to Samary Details Map the VOLUMES Volume Calculation Surface Name Results page F1 changes to CONT Area 24727 08 m Net Volume 228433 47 n PAGE F6 To c
174. line is defined by the lt Rotation Pnt gt and the lt Azimuth gt The sub area is always to the left of the new dividing line For lt Divide By Defined Line gt The size of the sub area is calculated and displayed lt Point A gt Choicelist The first point of the line which is used as the reference for a new parallel or perpen dicular border TPS1200 COGO COGO Results of Area Division Result page COGO Through Point Field Option Description lt Point B gt Choicelist The second point of the line which is used as the reference for a new parallel or perpendicular border lt Shift gt Available for lt Divide By Defined Line gt By Distance The new border will run in a certain distance from the line defined by lt Point A gt and lt Point B gt The new border will run through a point defined in lt Through Point gt lt Through Point gt Choicelist Available for lt Shift Through Point gt The point through which the new border will run lt Rotation Pnt gt Choicelist Available for lt Using Swing Line gt The point around which the new border will rotate by lt Azimuth gt lt Azimuth gt Output Available for lt Using Swing Line gt The angle of the new border from lt Rotation Pnt gt to the new COGO point lt HDist XX gt User input or output The distance from the line defined by lt Point A g
175. list of points chosen from the active job The points are used for the determination of the 2D Helmert transformation Unless there is no pair of matching points in the list all softkeys are available pee el WEL CALC F1 COGO Her STD I Soe To confirm the selections compute Hatch Common Points 2 x the transformation and continue with nurre Pt Target Pt T the subsequent screen Ee NEW F2 To match a new pair of points This pair is added to the list A new point can be manually occupied Refer to paragraph Match points step by uzat step CALC NEW EDIT DEL MATCH RESID EDIT F3 To edit the highlighted pair of matched points DEL F4 To delete the highlighted pair of matched points from the list MATCH F5 To change the type of match for a highlighted pair of matched points RESID F6 To display a list of the matched points used in the transformation calculation and their associated residuals SHIFT PARAM F5 To define the parameters to be used in the 2D transformation Refer to paragraph Fix parameters Description of columns Column Description Source Pt The point ID of the points of origin for the calculation of the shifts and or rotation and or scale Target Pt The point ID of the target points for the calculation of the shifts and or rotation and or scale TPS1200 41 Match points step by step Fix parameters 42 Column Description Match The
176. lue is positive when the point to be staked is to the right of the line of orientation when looking from the current position towards the instrument station If lt Orientate To Arrow gt this value is always zero lt FORW gt Output Horizontal distance between the point to or be staked and the current position along lt BACK gt the orientation line If lt Orientate From Station gt this value is positive when the point to be staked is behind the current position when looking from the instrument station towards the current position TPS1200 Reference Line Field Option Description If lt Orientate To Station gt this value is positive when the point to be staked is between the current position and the instrument station lt AHz gt Output Horizontal angle between the point to be staked and the current position as seen from the instrument station C _ For lt Orientate From Station gt and lt Orientate To Station gt the value is calculated and displayed permanently For other orientation methods the distance must be measured before the value can be displayed Next step PAGE F6 changes to the Map page Reference Line TPS1200 115 8 6 Gridstaking to a Reference Line Arc Ee This chapter does not apply for staking to polylines Access Step Description step by step T PROG The PROG key opens the TPS1200 Programs menu Select Reference L
177. matically turned on upon entry to the screen Some of the screen icons change from TPS specific to GPS specific The occupation storing behaviour is dependent on the configuration settings TPS1200 163 Screen display 41 40 Lee ie i SETUP Sea A aa New Station Point Station ID 2 Instrument Ht 1 667 n 3D CQ 0 010 n Time at Point 00 00 09 RTK Positions 10 azar Refer to the description of softkeys for STORE details on softkeys and their functionality Description of screen softkeys Key Description OCUPY F1 To start logging of static observations The position mode icon changes to the static icon F1 changes to STOP STOP F1 To end logging of static observations when enough data is collected When lt Auto STOP Yes gt in CONFIGURE Point Occupation Settings logging of static observations ends automatically as defined by the stop criteria The position mode icon changes to the moving icon F1 changes to STORE STORE F1 To store the measured point When lt Auto STORE Yes gt in CONFIGURE Point Occupation Settings the measured point is stored automatically F1 changes to OCUPY It may happen that a point with the same point ID exists in the job If the codes and or attribute values of the new and the existing point do not match a screen opens where they can be corrected SHIFT CONEC F3 To dial the number of the reference station configured in the SHIFT DISCO F3 active
178. mity 5 Compute Rubber Band Boundary CONT F1 To select the highlighted option and uzat to continue with the subsequent CONT screen Menu Option Description Add Many Points Access Data Manage and all points that are in the list Remove All Points Method to remove all points that are indicated in the Boundary Definition points page Sort Method to sort all points in the Boundary Definition Points by Time points page by the time they were stored Sort Method to sort all points in the Boundary Definition Points by Proximity points page by the closest proximity Compute Method to define a new boundary as if a rubber band Rubber Band Boundary was placed around the points The current list of boundary points will be ignored TPS1200 237 Triangulation results 238 Next step CONT F1 returns to the previous screen CALC F1 calculates the triangulation and continues to the VOLUMES Triangula tion Results screen cis eH DONE F1 err STD EL ae VOLUMES i To close the triangulation of the ee a surface and return to Volumes Suamary Details Ma is Surface Name 31 Calculations Menu DXF F4 Arca 24727 08 m To export the triangulation results to ii Triangles pad a DXF file on the data or root direc No Surf Pts 93 tory of the CF Card No Bndy Pts 33 PAGE F6 uzat To change to another page on this DONE _DXF PAGE screen SHIFT CONF F2
179. n set is used for grid point ID s Next step CONT F1 accepts the changes and continues to REFLINE Stake tyyy yy xxx xx Ref XX page 116 TPS1200 Reference Line The Ref Line page The title of this screen indicates the position of the grid being staked where yyy yy is the station position along the grid line and xxx xx is the grid line offset The functionality of this screen is very similar to REFLINE XX Stakeout Ref XX page Differences between the two screens are outlined below Refer to 8 5 Staking to a Reference Line Arc for all other key and field explanations 21 16 IR WED REFLINE He STD I E 3 z 8 X SKIP F4 To skip the currently displayed 0 0000 n station and increment to the next station BACK 84 B523 n LINE F5 AHt gt u To start staking the next grid line hi iti Asio a The position of the first point on the J T new line is determined by the option ALL DIST REC SKIP LINE PAGE selected for lt Next Line gt Description of fields Field Option Description lt Point ID gt User input The point ID is based on the selection for lt Point ID gt in REFLINE Define Grid If a different point ID is typed in the next point ID will still be shown as the next automat ically computed point ID lt Height gt or Output Available for lt Edit Height No gt in lt Ht gt REFLINE Configuration Heights page lt Design Ht gt or User input
180. n then be used as fixpoints for the station setup OCUPY F1 To start the point occupation STOP F1 To end the point occupation STORE F1 To store the point information Overview of the screen Important feaures about this screen Upon entering SETUP Survey Survey SmartPole switches into GPS mode TPS1200 Setup The display mask for SETUP Survey Survey is configurable A coordinate system is required and should be attached to the active job e SmartAntenna is automatically turned on upon entry to the screen e Some of the screen icons change from TPS specific to GPS specific e The occupation storing behaviour is dependent on the configuration settings Screen display ans 6 9 SETUP Hes ee alos EA Indiv Pt ID Antenna Ht 2 000 a RTK Positions 5 pe i 0 a Refer to the description of softkeys for STORE NEAR PAGE details on softkeys and their functionality Description of screen softkeys Key Description OCUPY F1 Refer to 11 3 Setup with SmartStation STOP F1 Refer to 11 3 Setup with SmartStation STORE F1 Refer to 11 3 Setup with SmartStation NEAR F2 To find the nearest reference station with the connected device Coordinates of these stations must be known SHIFT CONEC F3 To find the nearest reference station with the connected SHIFT DISCO F3 device Coordinates of these stations must be known SHIFT INIT F4 Refer to 11
181. nates of the computed hidden point is displayed for unavailable information NEXT F5 to store the hidden point and to access HIDDEN PT Measure Reflector 1 SHIFT INDIV F5 for an individual point ID independent of the ID template SHIFT RUN F5 changes back to the next ID from the config ured ID template 12 PAGE F6 to change to Code page 13 HIDDEN PT Hidden Point Result Code page lt Point Code gt The thematical code All codes of the job can be selected lt Atttribute n gt The attributes for the thematical code The behaviour of the fields depend on their definition in the codelist Type in a code if required 14 PAGE F6 to change to Plot page 15 HIDDEN PT Hidden Point Result Plot page Measured distances are indicated by solid arrows 16 STORE F1 to store the hidden point Test or prove Step Description hidden points step by step 1 Set up and orient the instrument in an open area Repeat steps 1 to 5 from paragraph Measuring hidden point step by step Configure the hidden point rod Position the tip of the hidden point rod on a mark that is directly visible from the instrument location 88 TPS1200 Hidden Point Hidden Point Step Description 5 Repeat steps 6 to 16 from paragraph Measuring hidden point step by step Make sure the hidden point rod does not mov
182. nd the running point ID according to the ID template Field Option Description lt Point ID gt User input The point ID of the point to be measured lt Reflector Ht gt User input An individual reflector height can by typed in lt Chainage gt Output Chainage of the current position along the line arc This is the chainage of the start of the reference line arc plus lt ALine gt lt AArc gt lt AOffset gt Output Perpendicular offset from the reference line arc calculated from the reference point to the measured point lt Check Dist 1 gt Output Horizontal distance from start point to measured point lt Check Dist 2 gt Output Horizontal distance from end point to measured point lt ALine gt Output Horizontal distance along the reference line from the start point to the reference point lt ALine End gt Output Horizontal distance along the reference line from the end point to the reference point lt AArc gt Output Horizontal distance along the reference arc from the start point to the reference point lt AArc End gt Output Horizontal distance along the reference arc from the reference point to the end point lt AHt Start gt Output Height difference between the start point and the measured point TPS1200 Reference Line Reference Line Field Option Description lt Height gt Output Height of measured point lt AH
183. nts itself are not deleted SHIFT RANGE F5 To define a range of points from the active job to be added to the list Next step PAGE F1 accesses COGO Shift Rotate amp Scale Shift page The setting for lt Method gt in this screen determines the availability of the subse quent fields e The softkeys are identical to those available for traverse COGO calculations Refer to 2 5 COGO Calculation Traverse Method for information on the softkeys Description of fields Field Option Description lt Method gt Choicelist The method by which the shift in A Easting A Northing and A Height will be determined lt From gt Choicelist Available for lt Method Use 2 Points gt The point ID of the first known point for calculating the shift TPS1200 37 COGO Shift Rotate amp Scale Rotate page 38 Field Option Description lt To gt Choicelist Available for lt Method Use 2 Points gt The point ID of the second known point for calculating the shift lt Azimuth gt User input Available for lt Method Enter Bng Dst Ht gt The azimuth defines the direction of the shift lt HDist XX gt User input Available for lt Method Enter Bng Dst Ht gt The amount of shift from the original point to the calculated COGO points lt A Easting gt User input or The amount of shift in East direction output lt A Northing gt User input or The amoun
184. nu 2 Select COGO and press CONT F1 3 Press CONF F2 to access COGO Configuration The explanations for the softkeys given below are valid for all pages CTN ED TO Ra X Residualsfingfile Distance Type Grid Pfa 18 18 IR COGO e STD I Parameters Two Faces No gt Use Offscts Yes p pH Store Pts As pl CONT F1 Est Pos Qlty 0 300 a Est Ht Qity 0 300 ae To accept changes and return to the Wat screen from where this screen was CONT PAGE accessed Description of fields Field Option Description lt Distance Grid Ground or The type of distances and offsets to be Type gt Ellipsoid accepted as input shown as output and used in the calculation P1 a Ellipsoid N d1 j Known P1 First known point ae P2 P2 Second known point d2 Unknown i aa 5 d1 Ground distance d3 d2 Ellipsoid distance TPS12_170 d3 Grid distance lt Two Faces gt Yes or No Defines if the instrument measures the second face automatically after storing the first or not lt Use Offsets gt Yes or No Activates the use of offsets in the COGO calculations Input fields for the offsets are available in COGO XX lt Store Pts As gt MEAS or CTRL To store the cogo point with point class MEAS or with point class CTRL TPS1200 13 COGO Configuration Residuals page 14 Field Option Description Points stored with point
185. ode which will be stored before or after the point line Available for lt Code Type Free Code gt lt Code gt Choicelist The code which will be stored with the next point line Available for lt Code Type Thematic Codes gt TPS1200 Survey Cross Section Field Option Description The attribute and the attribute value which will be stored with the point line Available unless lt Show Attrib Do Not Show gt in X SECTION Configuration Attribute name Output Next step CONT F1 adds the element or stores the changes and returns to X SECTION New Template Elements page Survey Cross Section TPS1200 221 222 TPS1200 Survey Cross Section 17 Traverse 17 1 Overview Description The Traverse application is to fulfill one of the most common operations done by surveyors to establish a control point base system to be used as a skeleton for other survey operations for example topographic survey point stakeout line stakeout or road stake Diagram P1 P2 P6 P10 P3 P4 i P5 P1 P5 P8 P6 P8 P9 p7 P9 P2 P4 Traverse point Backsight point Traverse point Sideshot point Traverse point Sideshot point Sideshot point Closing point Sideshot point TPS12_140 P10 Closing angle point Traverse TPS1200 223 17 2 Access step by step TRAVERSE Configuration Parameters page 224 Configuring Traverse Step Description 1 PROG The
186. oe H CONT F1 To return to the Sets of Angles Menu A NEW F2 To create a new points list EDIT F3 To edit an existing points list DEL F4 To delete an existing points list uzar MORE F5 CONT NEW EDIT DEL HORE To display additional information SHIFT HOME F2 To move the focus to the top of all the lists SHIFT END F3 To move the focus to the end of all RHR IR MANAGE e No the lists ABBE D lt WED MANAGE Hem STD Bo a New Points List x Reneral Paints i Points List EEST ANSE Auto Survey No 4 gt Auto Sort Pts Yes p muzar STORE F1 STORE PAGE To store the new points list Description of fields Field Option Description lt Points List gt User input The name of the points list lt Auto Survey gt Yes or No To automatically survey the target points the instrument will automatically turn and measure the target point For instruments with ATR lt Auto Sort Pts gt Yes or No To automatically sort the target points the instrument will work in a clockwise direc tion and find the shortest path to move between the target points TPS1200 Sets of Angles MANAGE 18 21 Her Select Points MENASE IITE STD Points page Rene mm STORE F1 To store the points to the list ADD F2 To add points from the fixpoint job to the list ADD 1 F3 uzat To add one point from the fixpoint job STORE ADD ADD1 RE
187. offset of the DTM model Available for lt Heights Use DTM Model gt lt Rotate Line gt User input Angle by which to rotate the reference line Available for task XX Line unless lt Heights Use Ref Line gt in REFLINE Configuration Heights page Next step CONT F1 closes the screen and returns to REFLINE Choose Reference Line 104 TPS1200 Reference Line 8 3 4 Defining the Slope related to a Reference Line Arc ese Description Access step by step Step 1 activating the slope method Step 2 defining the slope parameters Reference Line This chapter does not apply for staking to polylines It is possible to measure points and stake points on slopes related to a reference line arc A slope can be defined and cut fill values can then be displayed to the slope when measuring along the reference line arc The slope is a plane from the reference line arc and extends along the length of the reference line arc Slopes can be used when measuring to a reference line arc staking a point rela tive to a reference line arc or performing a grid stakeout relative to a reference line arc Step Description 1 PROG The PROG key opens the TPS1200 Programs menu Select Reference Line and press CONT F1 2 3 CONT F1 to access REFLINE Reference Task Menu 4 REFLINE Reference Task Menu This screen defines the task to be performed Select a task except Stake to Polyline
188. oint is used in this chapter to refer to the point from which the perpendicular offset from the reference line arc to the target point is measured Refer to paragraph Defining a reference line and the diagrams for further explana tion The design point For measuring to a reference line this is the point with the coordinates of the current position and the designed or calculated height For staking or grid staking to a reference line this is the point to be staked The current position Target point Measured point A reference line can be defined in the following ways e Two known points e One known point an azimuth a distance and a gradient e One known point an azimuth a distance and a difference in height Polylines can be imported from a DXF job and selected from a list or on the Map page Refer to 8 7 1 Overview A reference arc can be defined in the following ways Two known points and a radius Three known points The chainage of the start point of a reference line arc can be defined lt Azimuth gt is used throughout this chapter This can also mean lt Bearing gt TPS1200 91 8 2 Configuring Reference Line Access step by step The General page 92 Step Description 1 PROG The PROG key opens the TPS1200 Programs menu 2 Select Reference Line and press CONT F1 3 Press CONF F2 to access REFLINE Configuration This scr
189. or height lt A East gt or lt A Height gt lt Total Dist gt Output Total length of the traverse lt 2D Accuracy gt or Output Position or height ratio of misclosure lt 1D Accuracy gt Next step PAGE F6 changes to the Angle page Description of fields Field Option Description lt Foresight ID gt Output Point ID of the closing angle point Displays if no values are available lt FS Azimuth gt Output Defined azimuth of closing line Displays if no values are available lt Azimuth Avg gt Output Mean value of the measured azimuth closing line Displays if no values are available lt Angular Misc gt Output Angular misclosure of traverse Displays if no values are available Next step IF the traverse THEN is to be closed TPS1200 CONT F1 allows to 229 230 IF the traverse THEN e C ANG F1 closes the traverse with angular closure Available if a point was selected from the database with SHIFT GETPT F4 unless closing angle is already meas ured SURVY F3 measures a sideshot point DATA F5 views traverse data END T F6 ends Traverse application program TPS1200 Traverse 17 3 4 Traverse Close Angle TRAVERSE Close Angle Traverse Description of fields Field Option Description lt FS Type gt Known Point Known Azimuth To measur
190. ordinate System One Point Localisation DET C SYS Step 4 Determine Rotation Field Option Description lt WGS84 Point gt Choicelist The point ID of the control point chosen from lt WGS84 Pts Job gt lt Known Point gt Choicelist The point ID of the control point chosen from lt Local Pts Job gt lt Match Height gt Yes or No Available for lt Match Type Pos Only gt Acti vates the determination of the vertical shift from a separate pair of matching points Next step CONT F1 continues to DET C SYS Step 4 Determine Rotation This screen contains different fields depending on the lt Method gt selected The explanations for the softkeys given below are valid as indicated 09 48 ne B DET C SYS Her I E scg Step 4 Determine Rotation X CONT F1 Hethod Use WGS84 ee gt To confirm the selections and to continue with the subsequent screen INV F2 Available for lt Method Two WGS84 Rotation 0 0000 g Points gt and lt Method User Wat Entered gt To compute an azimuth CONT between two local points SURVY F5 To manually occupy a point and store it in lt WGS84 Pts Job gt Avail able when certain fields are high lighted Description of common fields Field Option Description lt Method gt Use WGS84 North User Method by which the rotation angle Entered Convergnce for the transformation is deter Angle or Two WGS84 mined Poin
191. ormation about height CONT RESLT MORE residuals Description of columns Column Description WGS84 Pts The point ID of the points chosen from lt WGS84 Pts Job gt East North and The Easting Northing and Height residuals If positions or Height heights were not used in the transformation calculation then will be displayed 7 Indicates residuals that exceed the residual limit defined in DET C SYS Configuration Residuals page Indicates the largest residual in East North and Height Next step IF the residuals THEN are unacceptable ESC returns to DET C SYS Step 3 Match Points n Matched points can be edited deleted or temporarily removed from the list and the transformation recalculated acceptable CONT F1 continues to DET C SYS Step 5 Store Coord System Description of fields Field Option Description lt Name gt User input The name of the coordinate system can be changed lt Transfrm Type gt Output The type of transformation used as defined in DET C SYS Step 1 Choose Transform Type lt Matched Pts gt Output Number of matched points as defined in DET C SYS Step 3 Match Points n lt Easting gt Output Largest Easting residual from the trans lt Northing gt and formation calculation lt Height gt TPS1200 Determine Coordinate System Nor mal DET C SYS Description of fields common to all transformations Step 5 Stor
192. otate amp Scale 14 TO AG svecsccreseesanccassteventaectesyscasssvvseesseraccbeundssts 97 Distribution throughout transformation area 52 Toae grid rnise ree reer acer erer errr errr rte 97 Results TAING itiren an E 97 Sets of angles HOMME grid cciccc cieersernd na daweere cadences 97 OME ACE E 153 TO PONE assietar 119 TWO TACCS scuisiiineicnna a aioa 151 To reference AIC oo cccscecescccssteettensssessseedansunees 112 Root mean square ee ceeeeeeeeeeeeteeteeeteteeeeeeaeees 61 To reference line ceeeeeeeseeteeeeteeeteeteeees 112 RSET saneerataan etn re aeaaaee NaNe 28 Stakeout RSLTZ acarin AETS TENANE 28 Application program sses 185 RUN wise aniline len hia 137 196 Configuration cisiaveciiie dense tee 186 Difference limit exceeded 0 0 0 eee 194 a ee Restake point 194 Same Direction Survey Cross Section 213 Skip point o an 194 Scale Station orientate to Transformation results 5 Stake oUt piis pronese naani erasida e nani 186 Scale factor combined EE T EE Survey Select matching PONS secu acu deidenlee AN Application program Select points sets of angles Auto points n on 199 Select DTM layer vccicccccsccisssecnetssceesecasccneteessecesses 8 E E 195 Set station and azimuth n 170 Remote point u n 209 Set station and backsight 0 eee 173 Default SCOOT ooooooovoooooooooooooooooooeooooeoeecn 195 244 TPS1200 Index Survey Cross Section Dif CtiOn isens a E E teees
193. p 2 Choose Parameters Description of fields Field Option Description lt Pre Transform gt Choicelist Available for lt Transfrm Type Twostep gt The pretransformation to be used for the preliminary 3D transformation lt Ellipsoid gt Choicelist Available for lt Transfrm Type Twostep gt The ellipsoid to be used in the transformation Output The ellipsoid being used by a hard wired projection when selected in lt Projection gt lt Projection gt Choicelist Available for lt Transfrm Type Twostep gt The projection to be used in the transforma tion lt Geoid Model gt Choicelist The geoid model to be used in the transfor mation Next step CONT F1 continues to DET C SYS Step 3 Choose Common Point SIE s 35 DET C SYS eT STD Step 3 Choose so Point Hatch Type Pos Onl at WGS84 Point Known Point H CONT F1 To confirm the selections and to Match Height Yes p continue with the subsequent WGS84 Point screen Known Point A SURVY F5 uzat To measure a point and store it in CONT suRvY lt Local Pts Job gt Description of fields Field Option Description lt Match Type gt Pos amp Height Position and height are taken from the same pair of matching points Pos Only Position is taken from one pair of matching points The height can be taken from another pair of matching points TPS1200 Determine Co
194. p the current instrument setup or to create a new instrument setup Refer to 11 5 Setup Reminder for details Whenever CONT F1 is pressed in a Begin screen the current setup infor mation is displayed Whenever CONT F1 is pressed in a Begin screen the current setup infor mation is not displayed and the program continues as normal lt Two Faces gt Yes or No Defines if the instrument measures the second face automatically after storing the first or not lt Use Scale gt Yes or No The appearance of the SETUP Results XX screen differs with this setting The ppm value may be set in the system as the geometric ppm value or not lt Auto Position gt 2D 3D or Off Instrument positions horizontally hori zontally and vertically or not at all to the point lt Display AR gt Choicelist Yes TPS1200 To set the direction to the backsight point to zero Sets lt AR 0 0000 gt towards the back sight point If set in the current display mask lt AR gt displays the horizontal angle difference between the backsight point and the measured point This has no effect on the set orientation Setup SETUP Configuration Parameters page Setup Field Option No Description Does not set a value for lt AR gt If the display mask is configured to display lt AR gt in the Survey application program the value is identical to the azimuth If lt Set Angl
195. page 10 A logfile is a summary of the calculations done while using an application program The logfile is written to the DATA directory of the CompactFlash card or internal memory if fitted The creation of a logfile can be activated while configuring an appli cation program Step Description 1 PROG The PROG key opens the TPS1200 Programs menu 2 Select an application program from the menu 3 Press CONT F1 to access a Begin screen 4 Press CONF F2 to access XX Configuration 5 Press PAGE F6 until the Logfile page is active Description of fields Field Option Description lt Write Logfile gt Yes or No To generate a logfile when the application program is exited lt File Name gt Choicelist Available for lt Write Logfile Yes gt The name of the file to which the data should be written lt Format File gt Choicelist Available for lt Write Logfile Yes gt A format file defines which and how data is written to a logfile Format files are created using LGO Next step PAGE F6 changes to the first page on this screen TPS1200 Application Programs Getting Started 2 COGO 2 1 Overview Description E COGO calculation methods Distances and azimuths COGO COGO is an application program for coordinate geometry calculations such as coordinates of points e distances between points bearings between poin
196. played Differences exceeding the defined limit are indicated by a Next steps RECLC F1 recalculates the station data 182 TPS1200 Setup 11 12 Setup Results Local Resection Access SETUP Results Stn Coords page SETUP Results Stn Code page Setup Press ALL F1 in the SETUP Measure Target 2 screen 17 20 IR E SETUP Her I v E Results Stn fFnnrds Stn Cade Plat Station ID eee No of Points 2 Sct E N Ht Orid Instrument Ht 1 255 n Stn Easting 53 044 n Stn Northing 53 044 u SET F1 Aa PEHA Beats a To set data selected in lt Set gt and to iata al g en store all setup data and exit the appli SET PAGE cation program Description of fields Field Option Description lt Station ID gt User input Station ID of the current station set up lt No of Points gt Output Number of points used in calculation lt Set gt Output The displayed options are set and stored in the system All other values are taken from the current system setup lt Instrument Ht gt Output The current instrument height lt Stn Easting gt Output The calculated Easting lt Stn Northing gt Output The calculated Northing lt Stn Height gt Output The calculated Height lt New Azimuth gt Output New oriented azimuth with running angle as telescope moves Next step PAGE F6 changes to the Stn Code page The functionality of the
197. rameters lt Grid SF gt User input Output Available for lt Method User Entered gt To type in the grid scale factor Available for lt Method Known Local Pt gt The computed grid scale factor Next step CONT F1 returns to DET C SYS Step 5 Determine Scale TPS1200 Determine Coordinate System One Point Localisation 5 2 3 Access step by step DET C SYS Compute Height Scale Factor Computing the Height Scale Factor for Twostep Transformation Step Description 1 Refer to 5 1 Accessing Det Coord System One Point Localisation to access DET C SYS Step 1 Choose Transform Type Select lt Transfrm Type Twostep gt Continue to DET C SYS Step 5 Determine Scale Select lt Method Compute CSF gt Orue 0x N Press HIGHT F3 to access DET C SYS Compute Height Scale Factor Description of fields Field Option Description lt Method gt User Entered Known Local Pt Known Local Ht Height scale factor can be manually typed in Height scale factor is computed using the height of a known local point Height scale factor is computed using the known height of a local point lt Known Point gt Choicelist Available for lt Method Known Local Pt gt The point ID of the point chosen from lt Local Pts Job gt from which the height scale factor is computed lt Known Height gt User input Avai
198. rc plus lt Along Line gt lt Along Arc gt lt Height Offset gt User input Available for lt Edit Height No gt unless lt Heights Use DTM Model gt in REFLINE Configuration The height offset of the target point is calculated as the height of the start reference point plus lt Height Offset gt lt Design Ht gt User input Available for lt Edit Height Yes gt in REFLINE Configuration Heights page The suggested design height of the target point is the height of the start reference point Next step CONT F1 to accept changes and continue to REFLINE XX Stakeout Ref XX page This screen contains different fields depending on the options chosen for lt Stake Mode gt in REFLINE Configuration General page The majority of the softkeys are identical to those available for measuring to a reference line arc Refer to 8 4 Meas uring to a Reference Line Arc for information on the softkeys 20 53 C E r I F Eg 2FACE F4 To take a measurement in Face and Face Il The point stored is an average of the two measurements When using instruments fitted with ATR the point is automatically measured in both faces the resulting point is stored and the instrument is ALL DIST REC 2FACE SURVY PAGE returned to the first face This hotkey is only available for lt EDM Mode Standard gt and lt EDM Mode Fast gt and in the Survey Reference Line and Stakeout programs SURVY F5 To meas
199. re not stored lt Display gt This parameter defines the points displayed in the Plot and Map pages of the Reference Plane application program in the plan view All Points Displays all points Points in Slice Displays points within the defined lt Slice Width gt TPS1200 Reference Plane amp Face Scan Field Option Description lt Slice Width gt User input Available for lt Display Points in Slice gt This distance is applied to both sides of the plane If lines and areas are to be displayed in a particular Map page then parts of lines and areas falling within the defined slice are also displayed Next step PAGE F6 changes to the Logfile page Refer to 1 2 Configuration of a Logfile Reference Plane amp Face Scan TPS1200 131 9 3 Description Access step by step REFPLANE Choose Task amp Reference Plane 132 Managing Reference Planes Overview A reference plane is used to measure points relative to the plane or to scan the plane Measure to plane lt Task Measure To Plane gt in REFPLANE Choose Task amp Reference Plane e Reference planes can be created edited stored and deleted in the active job The reference planes can be recalled for later use The plane can be shifted through a point or a defined offset Scan a plane e lt Task Scan gt in REFPLANE Choose Task amp Reference Plane Step Description 1
200. red auto point which must be reached before the next auto point is measured The auto point is stored with the next available meas ured position Dist or Ht Before the next auto point is measured either the difference in distance or the differ ence in height must be reached The auto point is stored with the next available meas ured position Stop amp Go An auto point is stored when the position of the reflector does not move more than the distance configured in lt Stop Position gt within the lt Stop Time gt TPS1200 Survey Auto Points Survey Auto Points Field Option User Decides Description An auto point is stored upon pressing REC F3 in SURVEY Survey Job Name Auto page In the beginning the chain to which the auto points should be assigned must be started with START F1 In the end the chain must be closed with STOP F1 lt Log Every gt User input For lt Log By Time gt from 0 1s to 60 0s Available unless lt Log By Dist or Ht gt For lt Log By Distance gt and lt Log By Height Diff gt The difference in distance or height before the next auto point is logged For lt Log By Time gt The time interval before the next auto point is logged lt Min Distance gt User input Available for lt Log By Dist or Ht gt The value for the difference in distance before the next auto point is logged lt Min Height gt User input Ava
201. rse between two Start Point points Second Point LAST F4 End Point To select the values for distance and offset from previous COGO Inverse offset Point 101 sp calculations muzar SURVY F5 CALC INV LAST SURVY PAGE To measure a known point for the calculation SHIFT CONF F2 To configure the program SHIFT MODIF F4 To modify the original azimuth distance or offset value PAGE F6 To change to another page on the screen Description of fields Field Option Description lt Method gt 3 Points or 2 Points Radius or 2 Tgnts Radius or 2 Tgnts Arc Lngt or 2 Tgnts Chrd Lngt The method for calculating the inverse result lt Start Point gt Choicelist The point ID defining the start of the arc lt Second Point gt Choicelist The point ID defining a second point on the arc lt End Point gt Choicelist The point ID defining the end of the arc lt Arc Length gt User Input The arc length lt Azimuth gt Output The direction from the first point to the second point lt Chord length gt User Input The chord length of the arc lt HDist XX gt Output The horizontal distance between the two points lt Offset Point gt Choicelist The point ID defining an offset to the arc lt PI Point gt Choicelist The point ID defining the intersection of the tangents TPS1200 COGO Storing the results step by step COGO
202. rument station P1 lt Start Point gt P2 lt End Point gt P3 lt Offset Point gt Unknown P4 Base point d1 lt AOffset XX gt d2 lt AArcDist XX gt Known PO Instrument station P1 lt Start Point gt P2 lt End Point gt d1 lt AOffset XX gt d2 lt AArcDist XX gt Unknown P3 lt Offset Point gt P4 Base point Refer to 2 2 Accessing COGO to access COGO Line Calculations Input The setting for lt Task gt and lt Method gt in this screen determines the availability of the subsequent fields e The softkeys are identical to those available for traverse COGO calculations Refer to 2 5 COGO Calculation Traverse Method for information on the softkeys Description of fields Field Option Description lt Task gt Choicelist The type of line arc COGO calculation lt Method gt The method by which the line will be defined TPS1200 31 32 Field Option 3 Points 2 Points Radius 2 Tgnts Radius 2 Tgnts Arc Lngt 2 Tgnts Chrd Lngt Description Uses three known points to define the arc Defines the arc using two known points and a radius of the arc Defines the arc using two tangents and a radius of the arc Defines the arc using two tangents and the length of the arc Defines the arc using two tangents and the chord of the arc lt Start Point gt Choicelist The start point of the line lt Second Point gt Choicelist T
203. s ieeieeeaeed anes 37 COMPUTING cscecesescesecesscesesesseecseecsceecseeees 207 Recall Configuratio sssri A 208 Default Offset plane 128 Auto POiNts ooo eee ee eee eee ienai 202 Offsets antenna input 80 Sets of angles ccccceeeeeeteeteeeeeeeeees 143 OES UM recess see na assoc cca EEEE JHA REGLEG siera a E R di 182 OFST2 yesen tanende aE 204 Reference arc One point localisation cccccccccecccscscsseseteteeseeee 53 DENE ira iaries 91 97 Classic 3D transformation cccccccceseeeees 72 Define OfSCtS suivent 103 Onestep transformation ccccccecceeeeeeees 64 Delete 101 Enter manually ccccceceeseeeeeeeeeeeeeeseeeeeeaee 97 Gridstake 116 Manage 20 eeeeeecceeteeeeeeeeeeeeeeeeeeaeeeeseeeeeeeeeeeeeeas 97 Measure t0 vi cissiecesdnaisceeeeeeiacna nantes 109 Select from job eeeeeceeeeceeeeeeeeeteeeeeteeees 100 Stak tO tiarra naia 112 Index TPS1200 243 Reference line Application program Configuration isisisi 92 Define 91 97 Define offsets 2 0 eener errenneren 103 Delete tingnan mna a n ancient ene 101 Enter manually ccccceeeeeeeeeeeeeeeeeeeeteeeee 97 GridStake ci sicscceieseaced sian d na aiia 116 Maige a sveenccsteecva terete ne sec eatioe eect tates 97 Measure tO vi e alee adai karke 109 MethOdS i cfverstniel eek settiniel ier a ares eid 98 Select from job civitani 100 SlAKC IO peanae aSa ees NEN 112 R
204. scription 1 Refer to 5 1 Accessing Det Coord System One Point Localisation to access DET C SYS Step 1 Choose Transform Type Select lt Transfrm Type Onestep gt or lt Transfrm Type Twostep gt Continue to DET C SYS Step 4 Determine Rotation Select lt Method Two WGS84 Points gt or lt Method User Entered gt Press INV F2 to access DET C SYS Compute Required Azimuth a RP N Description of fields Field Option Description lt From gt Choicelist The point ID of the first known point for the azimuth calculation lt To gt Choicelist The point ID of the second known point for the azimuth calculation Next step CONT F1 to calculate the required azimuth and return to DET C SYS Step 4 Determine Rotation Determine Coordinate System One TPS1200 73 Point Localisation 74 TPS1200 Determine Coordinate System One Point Localisation 6 GPS Survey 6 1 Overview Description GPS Survey is an application program which is used with SmartStation The main purpose of this application program is to enable measurement of points in GPS mode without having to run through the Setup application program Access Select Main Menu Programs GPS Survey Point properties GPS SURVEY GPS Survey Begin GPS Survey The properties of GPS Survey points are Type Property Property Class MEAS NAV Sub class GPS Fixed GPS Code
205. se available for traverse COGO calculations Refer to 2 5 COGO Calculation Traverse Method for infor mation on the softkeys Description of fields Field Option Description lt Method gt Choicelist The type of intersection COGO calcula tion lt 1st Point gt Choicelist The point ID of the known point For lt 2nd Point gt lt Method By Points gt these are the start lt 3rd Point gt or and end points of the lines lt 4th Point gt C To type in coordinates for a known point open the choicelist when this field is highlighted Press NEW F2 to create a new point lt 1st TPS Stn gt or Choicelist Only for lt Method TPS Obs TPS Obs gt lt 2nd TPS Stn gt The point ID of the known point lt TPS Measmnt gt Choicelist Only for lt Method TPS Obs TPS Obs gt The point ID of the TPS measurement made from the selected station for lt 1st TPS Stn gt or lt 2nd TPS Stn gt lt Azimuth gt User input The direction from the first known point to the COGO point For lt Method Brng amp Brng gt and lt Method Brng amp Dist gt For lt Method TPS Obs TPS Obs gt the option is an output field TPS1200 27 COGO XX Results Result page 28 Field Option Description lt Offset gt User input User input Input optional For lt Method Brng amp Brng gt and lt Method Brng amp Dist gt The offset of the COGO point from th
206. se point d1 The perpendicular offset to the base point d2 The distance along the line Option 3 inverse between point arc To compute an inverse between a known point and a given arc the inverse is computed as the perpendicular between the known point and the given arc Known elements PO Instrument station P1 Starting point P2 End point P3 Offset point P4 Second point or arc radius or arc chord length Unknown elements P4 Base point d1 The perpendicular offset to the base point d2 The distance along the arc COGO COGO The coordinates of the points must be known The points may be taken from the active job may be measured during the COGO calculation may be entered manually TPS1200 17 2 4 2 Inverse Between Two Known Points Access Calculating Storing the results step by step 18 Refer to 2 2 Accessing COGO to access COGO Inverse 22 11 IR vi ED COGO e smi p ho a STORE F1 Inverse Input To store the result Trverse Ma pae SURVY F5 To 200 4f To measure a known point for the Azimuth 150 0000 g calculation HDist Grid 141 424 n SHIFT CONF F2 A Height 0 000 Slope Dist 141 424 n To configure the program Grade 1 0hv_ PAGE F6 Wat To change to another page on the STORE SURVY PAGE screen Description of fields Field Option Description lt From gt or lt To gt Choicelist The point ID of the two known points
207. sk Menu This screen defines the task to be performed Select a task except Stake to Polyline 5 Press CONT F1 to access REFLINE Choose Reference Line Select Reference page 6 Press OFSET F4 to access REFLINE Define Offsets This screen contains different fields depending on the options chosen for lt Heights gt in REFLINE Configuration Heights page and the selected task 12 59 _ vf ED Her I E 68 mi REFLINE Offset Line 0 350 n Shift Line 0 450 nm Height Offset 0 100 n ine MT Rotate Line 0 0000 CONT F1 To confirm the selections and to return to the previous screen muzar SHIFT CONF F2 CONT To configure the reference line arc Description of fields Field Option Description lt Offset Line gt or User input Distance to horizontally offset reference lt Offset Arc gt line arc to the left or right When an offset is applied to an arc the radius of the arc changes lt Shift Line gt User input Distance to horizontally shift reference line forward or back Available for task XX Line unless lt Heights Use Ref Line gt in REFLINE Configuration Heights page TPS1200 103 Field Option Description lt Height Offset gt User input The vertical offset of the reference line arc Available for lt Heights Use Start Point gt and lt Heights Use Ref Line gt lt DTM Offset gt User input The vertical
208. start point to the end point of the reference line lt Grade gt User input Available for lt Method Pt Brg Dst Grade gt The gradient of the line from the start point to the end point of the reference line lt AHeight gt User input Available for lt Method Pt Brg Dst AHt gt The difference in height from the start point to the end point of the reference line lt Radius gt User input Available for lt Method 2 Points Radius gt The radius of the refer ence arc TPS1200 Reference Line The Map page Reference Line Field Option Description lt Arc Dist gt Output The horizontal grid distance along the arc between lt Start Point gt and lt End Point gt of the arc is displayed if the distance cannot be calculated Next step PAGE F6 changes to the Map page The Map page provides an interactive display of the data Next step IF the selected task is THEN Measure to Line Arc CONT F1 accepts the changes and accesses REFLINE Measure Points Refer to 8 4 Measuring to a Reference Line Arc Stake to Line Arc CONT F1 accepts the changes and accesses REFLINE Enter Offset Values Refer to 8 5 Staking to a Reference Line Arc Gridstake Line Arc CONT F1 accepts the changes and accesses REFLINE Define Grid Refer to 8 6 Gridstaking to a Reference Line Arc Stake to Polyline CONT F1
209. stem and press CONT F1 3 Press CONF F2 to access DET C SYS Configuration Select lt Default Method One Pt Localistn gt 4 Press CONT F1 to access DET C SYS Step 1 Choose Transform Type DET C SYS Description of fields Step 1 Choose Transform Type Field Option Description lt Transfrm Name gt User input A unique name for the coordinate system The name may be up to 16 characters in length and may include spaces lt Transfrm Type gt Onestep The type of transformation to be used Twostep or when determining a coordinate system Classic 3D lt Height Mode gt Orthometric or The height mode to be used in the deter Ellipsoidal mination of a coordinate system Next step IF THEN lt Transfrm Type CONT F1 to access DET C SYS Step 2 Choose Parame Onestep gt or ters Refer to 5 2 Det Coord System Onestep Twostep lt Transfrm Type Transformation Twostep gt lt Transfrm Type CONT F1 to access DET C SYS Step 2 Choose Parame Classic 3D gt ters Refer to 5 3 Det Coord System Classic 3D Transfor mation Determine Coordinate System One TPS1200 63 5 2 Det Coord System Onestep Twostep Transformation 5 2 1 Determining a New Coordinate System Access DET C SYS Step 2 Choose Parameters DET C SYS Step 3 Choose Common Point 64 Refer to 5 1 Accessing Det Coord System One Point Localisation to access DET C SYS Ste
210. t and lt Point B gt to the new border Next step CALC F1 performs the area division and accesses COGO Results of Area Divi sion Description of fields Field Option Description lt Area Ratio gt Output The ratio of the size of the two sub areas in percent lt Area 1 XX gt Output The size of the first sub area in m lt Area 2 XX gt Output The size of the second sub area in m2 Next step CONT F1 accesses COGO Area Division Results TPS1200 47 COGO Area Division Results ResultX page 48 The coordinates of the intersection points of the new border with the original area are displayed 12 46 N E COGO r STD 0 ex Area Divisions al Resulti FEU Point ID 0004 STORE F1 To store the two results and to return Easting 20 000 a to COGO Choose Area to be Northing 78 921 nm Divided once both points are stored Height EE COORD F2 To view other coordinate types lazat RSLT1 F3 or RSLT2 F3 STORE RSLT2 STAKE PAGE To view the first and second result STAKE F5 To access the Stakeout application program and stake out the calculated COGO point SHIFT INDIV F5 and SHIFT RUN F5 To change between entering an indi vidual point ID different to the defined ID template and the running point ID according to the ID template Next step STORE F1 stores the results and accesses COGO Choose Area to be Divided For lt Write Logfil
211. t points in the other face On completion the SETS Sets of Angles Menu screen will be accessed 13 Select Measure Sets 14 Press CONT F1 to access the SETS Define Monitoring Timer screen Refer to SETS Define Monitoring Timer for information about the screen SETS Decription Define Monitoring This screen enables the entry of dates times intervals and the handling of message Timer dialogs during a measurement set When all required information is entered press CONT F1 to begin the monitoring process 16 49 IR lt RED SETS e mi seg Define Monitoring Timer Begin Date 23 11 05 Begin Time 07 00 00 End Date 23 11 06 End Time 09 30 00 Interval 000 30 00 Stop For All Hessages tf Ti Out a tray CONT F1 CONT To begin the monitoring process Description of fields The format of all date and time input fields is defined in CONFIGURE Units and Formats e The format of the interval input field is hh mm ss Field Option Description lt Begin Date gt User Input Start date for monitoring lt Begin Time gt User Input Start time for monitoring lt End Date gt User Input End date for monitoring lt End Time gt User Input End time for monitoring lt Interval gt User Input The time between the start of each sched uled measurement set lt Stop For gt Choicelist e To define what action is taken when a message dialog app
212. t Line gt Output Height difference between the reference point and the measured point lt APerp Dist gt Output Slope distance between the reference point and the measured point lt ASpatial Dist gt Output Slope distance between the start point and the reference point lt AHt DTM gt Output Height difference between the measured point and the DTM lt Design Ht gt User input Allows input of the design height of the target point lt AHt Design gt Output Height difference between the lt Design Ht gt and the height of the measured point Next step PAGE F6 changes to the Map page TPS1200 111 8 5 Staking to a Reference Line Arc Se Access step by step Entering the offset values 112 This chapter does not apply for staking to polylines Step Description T PROG The PROG key opens the TPS1200 Programs menu 2 Select Reference Line and press CONT F1 3 CONT F1 to access REFLINE Reference Task Menu 4 REFLINE Reference Task Menu This screen defines the task to be performed Select a task Stake to XX Press CONT F1 to access REFLINE Choose Reference Line 6 Press CONT F1 to access REFLINE Enter Offset Values The screen contains different fields depending on the options chosen for lt Heights gt and lt Edit Height gt in REFLINE Configuration Heights page and lt Task gt in REFLINE Choose Reference Line Reference page
213. t Origin gt Output The origin method used as defined in REFPLANE XX Reference Plane Origin page Next step IF THEN anew plane is to be created CONT F1 accesses REFPLANE New Reference Plane General page Refer to paragraph REFPLANE New Reference Plane General page a plane is to be edited lt Plane to Use Select From Job gt Highlight lt Ref Plane gt ENTER to access REFPLANE Manage Refer ence Planes EDIT F3 to access REFPLANE Edit Reference Plane General page Refer to REFPLANE New Reference Plane General page Editing a reference plane is similar to creating a new refer ence plane For simplicity only REFPLANE New Refer ence Plane is explained points are to be measured to a plane CONT F1 accessses REFPLANE Measure Points to Plane Reference page Refer to 9 4 Measuring Points to a Reference Plane a plane is to be CONT F1 accesses REFPLANE Define Scanning scanned Parameters e Refer to 9 5 Scanning a Plane A SoA T REFPLANE Her STD ROG ew Reference gt so Reneral Points Origin Offset Pint Ref Plane p No of Points Std Deviation Max Ad i esas n STORE F1 uzat To compute and store the reference STORE PAGE plane Description of fields Field Option Description lt Ref Plane gt User input The ID of the new reference plane lt No of Points gt Output Number of points used for plane def
214. t of shift in North direction output lt A Height gt User input or The amount of shift in height output Next step PAGE F6 accesses COGO Shift Rotate amp Scale Rotate page The softkeys are identical to those available for traverse COGO calculations e Refer to 2 5 COGO Calculation Traverse Method for information on the softkeys Description of fields Field Option Description lt Method gt Choicelist The method by which the rotation angle will be determined lt Rotation Pt gt Choicelist The point around which all points will be rotated lt Existing Az gt User input Available for lt Method Computed gt A known direction before rotating lt New Azimuth gt User input Available for lt Method Computed gt A known direction after rotating lt Rotation gt User input or output The amount by which the points will be rotated Next step PAGE F6 accesses COGO Shift Rotate amp Scale Scale page TPS1200 COGO COGO Shift Rotate amp Scale Scale page COGO Shift Rotate amp Scale Store General page COGO The softkeys are identical to those available for traverse COGO calculations Refer to 2 5 COGO Calculation Traverse Method for information on the softkeys Description of fields Field Option Description lt Method gt Choicelist The method by which the scale factor will be determined lt Exis
215. t our TQM program Leica Geosystems AG Heinrich Wild Strasse CH 9435 Heerbrugg Switzerland Phone 4l 717273131 when it has to be right www leica geosystems com Original text Printed in Switzerland 2008 Leica Geosystems AG Heerbrugg Switzerland 761406 6 0 0en Cica Geosystems
216. t rod The Auxiliary Points ID template is used The horizontal angle vertical angle slope distance and height difference to reflector 1 the auxiliary point are displayed lt Rod Length gt The length of the rod can be adjusted before the hidden point result is displayed The rod length always keeps the distances R1 R2 for 2 prisms and R1 R3 for 3 prisms into account PAGE F6 changes to the Map page SHIFT INDIV F5 for an individual point ID independent of the ID template SHIFT RUN F5 changes back to the next ID from the config ured ID template 44 Hidden Point TPS1200 87 Step Description ALL F1 measures reflector 1 and accesses HIDDEN PT Measure Reflector 2 10 Repeat step 9 for reflector 2 and for reflector 3 After the last reflector of the hidden point rod is measured HIDDEN PT Hidden Point Result Results page is accessed 11 HIDDEN PT Hidden Point Result Result page lt Point ID gt The name of the hidden point The configured point ID template is used lt Hz gt lt V gt and lt Slope Dist gt The calculated horizontal and vertical angle and slope distance to the computed hidden point is displayed for unavailable information lt Ht Diff gt The calculated height difference from instrument to computed hidden point is displayed for unavailable information lt Easting gt lt Northing gt and lt Ortho Ht gt The calculated coordi
217. t the active DTM layer to be used Heights are then staked out relative to the selected DTM lt Config Set gt Choicelist e The active configuration set lt Reflector gt Choicelist The active reflector lt Add Constant gt Output e The additive constant stored with the chosen reflector Description of fields for Determine Coordinate System Field Option Description lt Name gt User input A unique name for the coordinate system The name may be up to 16 characters in length and may include spaces Input is mandatory Ee Entering the name of an existing coordinate system will allow that system to be updated lt WGS84Pts Job gt Choicelist The job from which the points with WGS84 coordinates will be taken lt Local Pts Job gt Choicelist The job from which the points with local coordinates will be taken lt Method gt Choicelist Method used to determine the coordinate system TPS1200 Application Programs Getting Started Next step IF the application THEN program is to be accessed CONT F1 accepts the changes and starts the application program Refer to the relevant chapters is to be configured CONF F2 Refer to the relevant chapters Application Programs Getting Started TPS1200 1 2 Configuration of a Logfile Description Access step by step XX Configuration Logfile
218. t window The axis of the tilted reference plane are X axis Horizontal and parallel to the plane Z axis Defined by steepest direction of the plane Y axis Perpendicular to the plane increases in the direction as defined Ee Offsets are applied in the direction of the Y axis a a Z A A f M xo XIe Se a Pa x VA VA b TPS12_165 TPS12_165a a Height a Height b Easting b Easting N Northing N Northing P1 Origin of plane P1 Origin of plane X X axis of plane X X axis of plane Y Y axis of plane Y Y axis of plane Z Zaxis of plane Z Zaxis of plane TPS12_164 P1 X Y Z d1 d2 Origin of plane X axis of plane Y axis of plane Z axis of plane Positive offset Negative offset PN TPS12_164a P1 Origin of plane P2 Point defining offset of plane P2 P2 projected on original plane d1 Offset defined by P2 X X axis of plane Y Y axis of plane Z Zaxis of plane With four or more points a least squares adjustment is calculated resulting in a best fit plane TPS1200 Reference Plane amp Face Scan Origin The origin of the reference plane can be defined to be in the plane coordinates or in the instrument coordinates Positive direction The positive direction of the plane is defined by the direction of the Y axis The direc of plane tion can be changed by selecting a point which defines the negative direct
219. tached to the active job CONT F1 to access the SETUP Station Setup screen SETUP Station Setup Choose one of the following setup methods lt Method Set Azimuth gt or lt Method Known BS Point gt or lt Method Ori amp Ht Transfr gt These are the only methods applicable for a setup with SmartStation lt Station Coord From GPS gt Ensure that the SmartAntenna is connected and the interface is set lt Station ID gt Enter the instrument station lt Instrument Ht gt Enter the height of the instrument station CONT F1 to access SETUP New Station Point If a coordinate system has not been selected LOCAL F5 to access SETUP SmartStation One Pt OneStep to enter local coordinates for the setup point and a name for the local coordinate system e CSYS F6 to access SETUP Coordinate Systems to select an existing coordinate system In this screen the creating and editing of coordinate systems is also available SETUP New Station Point OCUPY F1 To start the point occupation STOP F1 To end the point occupation STORE F1 To store the point information SETUP Overview of the screen New Station Point Important feaures about this screen Setup Upon entering this screen SmartStation switches into GPS mode The display mask for this screen is fixed and is not configurable A coordinate system is required and should be attached to the active job SmartAntenna is auto
220. taked SHIFT POS3D F4 To position the telescope X Y Z onto the point to be staked SHIFT INDIV F5 and SHIFT RUN F5 To change between entering an indi vidual point ID different to the defined ID template and the running point ID according to the ID template Field Option Description First line on screen User input The point ID of the point to be staked Editable lt hr gt User input The default reflector height as defined in the active configuration set is suggested Third line on User input The current chainage to be staked Edit screen able lt AHt gt Output Displays the difference between the height of the current position and the height to be staked lt Ht gt Output The orthometric height of the current posi tion is displayed If the orthometric height cannot be displayed the local ellipsoidal height is displayed If it is not possible to display the local ellipsoidal height the WGS 1984 height is displayed Next step PAGE F6 changes to the Details page This page shows a live version of more information regarding the staked point Description of fields Field Option Description lt Design Sta gt User input Current chainage to be staked Editable lt Design Offset gt User input Current offset being staked Editable lt Design Ht gt User input The design height which is the ortho metric height of the point to be staked
221. tch Common Points n and adds a new pair of matched points to the matched points list The values for fixing the shifts the rotation and the scale are displayed Next step IF AND THEN a field displays the parameter needs to highlight the field Enter the value of be fixed to a value the parameter FIX F4 a field displays a the parameter needs to highlight the field ADJST F4 value be calculated all parameters are CONT F1 to return to COGO configured Match Common Points n TPS1200 COGO 2 10 Diagrams COGO COGO Calculation Area Division Area division method lt Divide gt lt Using gt lt Shift gt 1 By Defined Line Parallel Line By Distance 2 By Percentage Parallel Line 3 By Area Parallel Line PO lt Point A gt of defined line P1 lt Point B gt of defined line we P2 First new COGO 1 point P3 Second new COGO 7 point TPS12_219 d lt HDist XX gt Area division method lt Divide gt lt Using gt lt Shift gt 1 By Defined Line Perpendic Line By Distance 2 By Percentage Perpendic Line 3 By Area Perpendic Line PO lt Point A gt of defined line ye P1 lt Point B gt of ra defined line ee P2 First new COGO point P3 Second new COGO point d lt HDist XX gt TPS12_220 TPS1200 43 Access 44
222. teceeeseteeeseesneeseceneeeaeesneeennenenaceniaes 37 Calculate sets of angles cccsccssseecsseecstecseeeees 150 ADDIS Ti dssti tien satin EET 51 Chainage Angle right 0 eeseesteeeceeeecnesneeeeeeeneeneeneeeee 160 FOrMat o ccccssceessessssssessesssssseseesecseesseteeseeseeeees 94 Antenna Reference Line cceccecsessessessesseesesesseseeesees 91 Create Classic 3D transformation Edit os eseseseestestestesesnesseeseeseesnesnesnesnesneenenas One point localisation ccccccccsseeseeeeeeeeeeene 72 Antennas COGO 28 Meteedniais Gia Svnacs eens 11 Default siccni Sic siceactes ra ae e aaaeaii enina 79 Distance input output c cecccesceseeseeseeseeeeeeees 13 Application program Modify values ccscesessessestesesseesesseseesssesceseens 23 COGO ooeeeeeeceeesseee teeta ees eeseeneesnesteeeeneenennensen 11 Combined Scale Factor ccccccccsscesseessesseesteeseess 68 Determine coordinate system Computing General 1 esseessestee esses eeseestesseenensensensensaes 49 Grid scale factor c cccccccecssessesstesteseeeeesteeeee Normal drasak sr emesis yeee 55 Height scale factor One point localisation 0 cee 63 Offset points Reference lime ticciscasccvedicssssacsiecstssedevencretinesee 91 Required azimuth Sets OF ANGISS scscccassscssieze decesaeeessecssivesceresoes 141 Configuration SetUp oo eseesecessecesseeeeseeeeseeneeseeseeneeseeseesneenees 157 Auto palis oo ceceeseesessessessessessessteeeeeseeseeeees
223. tem to lt WGS84 Rot Orig X 0 0000 n Pts Job gt that was selected in DET Rot Orig Y 0 0000 nm C SYS Determine Coord System uzat Begin and return to TPS1200 Main STORE SCALE Menu SCALE F4 or PPM F4 To switch between lt Scale gt displaying the true scale and displaying the ppm Next step STORE F1 stores the coordinate system and returns to TPS1200 Main Menu Determine Coordinate System One TPS1200 69 Point Localisation 5 2 2 Computing the Grid Scale Factor for Twostep Transformation Access step by step DET C SYS Compute Grid Scale Factor 70 Step Description 1 Refer to 5 1 Accessing Det Coord System One Point Localisation to access DET C SYS Step 1 Choose Transform Type Select lt Transfrm Type Twostep gt Continue to DET C SYS Step 5 Determine Scale Select lt Method Compute CSF gt ON ON Press GRID F2 to access DET C SYS Compute Grid Scale Factor Description of fields Field Option Description lt Method gt User Entered Known Local Pt Grid scale factor can be manually typed in Grid scale factor is computed using the position of a known local point lt Local Point gt Choicelist Available for lt Method Known Local Pt gt The point ID of the point chosen from lt Local Pts Job gt from which the grid scale factor is computed using the projec tion selected in DET C SYS Step 2 Choose Pa
224. the COGO line and COGO arc calculations For simplicity both COGO calculation methods are explained in this chapter The screen names field names and explanations for lines are used If required additional information is given for COGO arc calculations Base Point Known P2 PO Instrument station P1 lt Start Point gt P4 P2 lt End Point gt di P3 lt Offset Point gt d2 P3 Unknown P4 Base point d1 lt Offset XX gt TPS12_184 P1 d2 lt ALine XX gt Offset Point Known P2 PO Instrument station P1 lt Start Point gt P4 P2 lt End Point gt di d1 lt Offset XX gt d2 P3 d2 lt ALine XX gt Unknown P3 lt Offset Point gt TPS12_184 P1 P4 Base point Segmentation d d d d Line divided by p 0 f P1 lt Method No of Segments gt GPS12_144 PO lt Start Point gt P1 lt End Point gt d Equally spaced segments result from dividing a line by a certain number of points d1 d1 d1 d2 Line divided by p 0 f j P1 lt Method Segment Length gt GPS12_145 PO lt Start Point gt P1 lt End Point gt d1 lt Seg Length gt d2 Remaining segment TPS1200 COGO Diagrams Arc Calculation Access COGO Line Calculations Input Input page COGO Arc Center P1 TPS12_217 Base Point TPS12_186 Offset Point TPS12_186 Known PO Instrument station P1 lt Start Point gt P2 lt End Point gt Unknown P3 Arc center d1 lt Arc Radius gt d2 lt Arc Length gt Known PO Inst
225. the choicelist accesses MANAGE Antennas The default antenna is SmartAntenna Next step CONT F1 accepts the changes and accesses GPS SURVEY GPS Survey Overview Important feaures about this screen Upon entering this screen SmartStation switches into GPS mode The display mask for this screen is fixed and is not configurable SmartAntenna is automatically turned on upon entry to the screen Some of the screen icons change from TPS specific to GPS specific The GPS real time radio link is automatically activated if configured The occupation storing behaviour is dependent on the configuration settings Diagram 11 51 47S e N AA GPS SURVY 727 A sog GPS Survey Survey finde Map Point ID 0001 Instrument Ht 1 666 3D ca 0 013 n Refer to Description of softkeys for uzat details on the softkeys and their function ocuPY PAGE ality Description of softkeys Key Description OCUPY F1 To start logging of static observations The position mode icon changes to the static icon F1 changes to STOP TPS1200 GPS Survey GPS Survey Key Description STOP F1 To end logging of static observations when enough data is collected When lt Auto STOP Yes gt in CONFIGURE Point Occupation Settings logging of static observations ends automatically as defined by the stop criteria The position mode icon changes to the moving icon F1 changes to
226. the current position to the point to be staked is equal to or less than defined in lt Dist from Pt gt lt Dist from Pt gt User input Available for lt Beep near Pt Yes gt The horizontal radial distance from the current position to the point to be staked when a beep should be heard Next step PAGE F6 changes to the Heights page Description of fields Field Option Description lt Height Offset gt User input Allows a constant height offset to be applied to the height of the points or DTM being staked lt Edit Height gt Yes The design height the height of the point to be staked is displayed The value can be changed No The height of the current position is displayed while staking out The value cannot be changed lt Use DTM gt Available if DTM Stakeout has been acti vated via a licence key TPS1200 189 190 Field Option No DTM only DTM amp Stake Job Description No DTM file is used The positions and heights of points in the selected lt Stakeout Job gt are staked out Activates the stakeout of heights without positions Heights relative to the selected lt DTM Job gt are staked out The positions of points in the selected lt Stakeout Job gt are staked out Heights to be staked out are taken from lt DTM Job gt Next step PAGE F6 changes to the Logfile page Refer to 1 2 Configuration of a Logfile
227. ting Dist gt User input Available for lt Method Computed gt A known distance before scaling This value is used for calculating the scale factor lt New Dist gt User input Available for lt Method Computed gt A known distance after scaling This value is used for calculating the scale factor lt Scale gt User input or The scale factor used in the calculation output lt Scale From Pt gt No Yes Scaling is performed by multiplying the original coordinates of the points by lt Scale gt lt Scale gt is applied to the coordinate difference of all points relative to lt Rota tion Pt gt selected on the Rotation page The coordinates of lt Rotation Pt gt will not change Next step CALC F1 performs the shift rotation and scale calculation and accesses COGO Shift Rotate amp Scale Store Description of fields Field Option Description lt Pts Selected gt Output The number of selected points having been shifted rotated and or scaled lt Store Job gt Choicelist The calculated COGO points will be stored in this job The original points are not copied to this job lt Add Identifier gt Yes or No Activates the use of additional identifiers for the point ID s of the calculated COGO points lt Identifier gt User input The identifier with up to four characters is added in front of or at the end of the ID of the calculated CO
228. tion area None No distribution is made Residuals remain with their associated points 1 Distance Distributes the residuals according to the Multiquadratic distance between each control point and the newly transformed point Distributes the residuals using a multiquad ratic interpolation approach TPS1200 COGO COGO Next step PAGE F6 changes to the Logfile page Refer to 1 2 Configuration of a Logfile lt Azimuth gt is used throughout this chapter This should always be considered to also mean lt Bearing gt TPS1200 15 2 4 COGO Calculation Inverse Method 2 4 1 Overview Description It is possible to compute an inverse result between point line and arc elements TPS12_146 TPS12_186 16 P4 Option 1 inverse between point point To compute an inverse between two known points Known elements P1 First known point From P2 Second known point To Unknown elements a Direction from P1 to P2 d1 Slope distance between P1 and P2 d2 Horizontal distance between P1 and P2 d3 Height difference between P1 and P2 Option 2 inverse between point line To compute an inverse between a known point and a given line the inverse is computed as the perpendicular between the known point and the given line Known elements PO Instrument station P1 Starting point P2 End point or the direction from P1 to P2 P3 Offset point Unknown elements P4 Ba
229. to point P3 First offset point for P1 P4 Second offset point for P1 P5 Third auto point P6 First offset point for P2 P7 Second offset point for P2 P8 Fourth auto point P9 First offset point for P5 P10 Second offset point for P5 P3 a dtd d1 Horizontal offset to the left d2 Horizontal offset to the right TPS12_168 a1 Angle between P1 and P5 a2 Angle between P2 and P8 TPS1200 207 14 4 2 Configuring Offset Points Access step by step SURVEY Auto Points Offset General page 208 Step Description f PROG The PROG key opens the TPS1200 Programs menu Select Survey and press CONT F1 Press CONT F1 to access SURVEY Survey Press PAGE F6 until the Auto page is visible 2 3 4 5 Press OFST1 F4 OFST2 F5 to access SURVEY Auto Points Offset 10 09 IR ay A SURVEY Hex Ip s E 8 Auto Points Offset 1 x Reneral finde Store Offset X CONT F1 Heike Orit KA r To accept changes and return to the screen from where this screen was Identifier 051 accessed Prefix Suffix Sut tix OFST2 F2 and OFST1 F2 azar To switch between configuring offset CONT OFST2 PAGE point type one and two Description of fields Field Option Description lt Store Offset1 gt Yes or No Activates or deactivates the logging of and offset points and all fields on this screen lt Store Offset2 gt lt Horiz Offset gt User
230. tor is calculated using this height lt Scale gt Output The calculated scale factor For lt Transfrm Type Twostep gt Description of fields Field Option Description lt Method gt User Entered or Compute CSF The default method for determining the Combined Scale Factor to be used in the transformation process lt Grid SF gt Output Available for lt Method Compute CSF gt The grid scale factor as computed in DET C SYS Compute Grid Scale Factor lt Height SF gt Output Available for lt Method Compute CSF gt The height scale factor as computed in DET C SYS Compute Height Scale Factor lt Combined SF gt User input Output Available for lt Method User Entered gt The scale factor can be typed in Available for lt Method Compute CSF gt The product of the grid scale factor and the height scale factor Next step CONT F1 continues to DET C SYS Step 6 Store Coord System TPS1200 Determine Coordinate System One Point Localisation DET C SYS Step 6 Store Coord System The shifts in X and Y direction the rotation the scale factor of the transformation and the position of the origin of rotation is displayed 09 51 E DET C SYS Siar F ey Step 6 Store Coord System Name dfas Shift dY 7644360446 STORE F1 Rotation 0 00000 To store the coordinate system to the Scale 74 3342 ppn DB X attach the sys
231. ts For lt Method Use WGS84 North gt Description of fields Field Option Description lt Rotation gt Output Transformation will be rotated to North as defined by the WGS 1984 datum North is 0 00000 Determine Coordinate System One TPS1200 65 Point Localisation For lt Method User Entered gt Description of fields Field Option Description lt Rotation gt User input Allows the orientation of the transforma tion to be manually typed in or calculated in DET C SYS Compute Required Azimuth For lt Method Convergnce Angle gt Description of fields Field Option Description lt Coord System gt Choicelist Coordinate system to provide the direc tion of grid North in the area where the control point used for determining the local coordinate system is located lt WGS84 Point gt Choicelist WGS 1984 point of which the conver gence angle will be calculated lt Rotation gt Output The rotation of the transformation calcu lated as 0 00000 minus the computed convergence angle The field is updated as lt Coord System gt and lt WGS84 Point gt are changed For lt Method Two WGS84 Points gt Description of fields Field Option Description lt Point 1 gt Choicelist First point to use for computation of lt Azimuth gt lt Point 2 gt Choicelist S
232. ts The calculations can be made from e existing point data in the job known distances or known azimuths measured points e entered coordinates Changing coordinates of a point which has been previously used in COGO does not result in the point being recomputed The COGO calculation methods are e Inverse Traverse e Intersections e Line calculations Arc calculations e Shift Rotate amp Scale Manual Shift Rotate amp Scale Match Pts e Area Division Type of distances The choices are Ground Grid Ellipsoidal Type of azimuths The azimuths are grid azimuths relative to the local grid TPS1200 11 2 2 Accessing COGO Access step by step 12 Step Description 1 PROG The PROG key opens the TPS1200 Programs menu 2 Select COGO and press CONT F1 3 Press CONT F1 to access COGO COGO Menu All COGO calculation methods and the option to end COGO are listed Select the COGO calculation method to be started 4 Press CONT F1 to access the screen for the COGO calculation method The screens for each COGO calculation method can be accessed directly by pressing a configured hot key or USER The currently active configura tion set and job are used TPS1200 COGO 2 3 Configuring COGO Access step by step COGO Configuration Parameters page COGO Step Description 1 PROG The PROG key opens the TPS1200 Programs me
233. type of match to be made between the points This information is used in the transformation calculation Position amp Height Posi tion only Height only or None None removes matched common points from the transformation calculation but does not delete them from the list This can be used to help improve residuals Next step CALC F1 The calculated shift rotation and scale values are displayed in COGO Shift Rotate amp Scale They cannot be edited The remaining functionality of the calculation is very similar to COGO calculation shift rotate amp scale manual Refer to 2 8 COGO Calculation Shift Rotate amp Scale Manual Method Matching new points and editing matched points is very similar Step Description f Refer to 2 2 Accessing COGO to access COGO Match Common Points NEW F2 or EDIT F3 3 COGO Choose Matching Points or COGO Edit Matching Points lt Source Pt gt A point of origin for the calculation of the shifts and or rota tion and or scale lt Target Pt gt A target point for the calculation of the shifts and or rotation and or scale lt Match Type gt The type of match to be made between the points selected in lt Source Pt gt and lt Target Pt gt Position amp Height Position Only Height Only or None Select the points to be matched gt SURVY F5 To manually occupy a point and store it in the active job 4 CONT F1 returns to COGO Ma
234. ue of the point in all active sets Avg V Average V value of the point in all active sets Mean Hz Mean Hz value of the point within the single set Mean V Mean V value of the point within the single set Description of columns when calculating distances Column Description Point ID Point ID of the measured points in the order they were defined and measured in SETS Measure New Points truncated to six digits from the right Use e For Yes The point is used for calculations in all sets For No The point is not used for calculations in all sets Resdl SD Residual in the distance value of the point within the single set Avg SD Average distance value of the point in all active sets Mean SD Mean distance value of the point within the single set Next step CONT F1 accesses SETS View XX Results 152 TPS1200 Sets of Angles 10 2 8 Viewing Angle and Distance Results in One Face Access Highlight Calculate XX in SETS Sets of Angles Menu and press CONT F1 SETS 12 04 IR AED View Single Face SETS te ml Bow Results iew Single Face Results x Pnint TD o Hz 501 0 0001g 100 0004g 200 00029 300 0004g CONT F1 To access SETS Sets of Angles Menu muzar MORE F5 CONT HORE To view additional columns Description of columns Column Description Point ID Point ID of the measured points in the
235. uffix The manually occupied staked points are stored with the same point ID s as the points to be staked Adds the setting for lt Prefix Suffix gt in front of the original point ID s Adds the setting for lt Prefix Suffix gt at the end of the original point ID s lt Prefix Suffix gt User input Available for lt Store Pt ID Prefix gt and lt Store Pt ID Suffix gt The identifier with up to four characters is added in front of or at the end of the ID of the manually occupied staked point TPS1200 Stakeout STAKEOUT Configuration Checks page STAKEOUT Configuration Heights page Stakeout Next step PAGE F6 changes to the Checks page Description of fields Field Option Description lt Pos Check gt Yes or No Allows a check to be made on the hori zontal coordinate difference between the staked point and the point to be staked lt Pos Limit gt User input Available for lt Pos Check Yes gt Sets the maximum horizontal coordinate difference accepted in the position check lt Height Check gt Yes or No Allows a check to be made on the vertical difference between the staked point and the point to be staked lt Height Limit gt User input Available for lt Height Check Yes gt Sets the maximum vertical difference accepted in the height check lt Beep near Pt gt Yes or No The instrument beeps when the horizontal radial distance from
236. ument using LGO e already exist in a job on the instrument have been uploaded from an ASCII file to a job on the instrument using Main Menu Convert lmport Data to Job Import ASCII GSI be typed in Points can be staked using different modes Polar mode Orthogonal to station mode Orthogonal from station mode The points to be staked must exist in a job on the active memory device or can be typed in Points cannot be staked if the active coordinate system is different to that in which the points to be staked are stored For example the points to be staked are stored in WGS 1984 and the active coordinate system is lt None gt Heights can be taken into account from e the vertical component of a coordinate triplet e a Digital Terrain Model TPS1200 185 12 2 Configuring Stakeout Access step by step STAKEOUT Configuration General page 186 Step Description 1 PROG The PROG key opens the TPS1200 Programs menu 2 Select Stakeout and press CONT F1 3 Press CONF F2 to access STAKEOUT Configuration The explanations for the softkeys given below are valid for all pages unless other wise stated 18 18 IR CEN E STAKEOUT 8 STD I E x am CONT F1 Orientate pal To accept changes and return to the i screen from where this screen was Stake Mode 7 Orthogonal 4 Visual Guides Arrows amp Graphics af a Nessage Line oft P DMASK F3
237. ure a point relative to the reference line arc SHIFT CONF F2 To configure a reference line arc LEFT 98 1786 na BACK 4 68 9998 a AHt gt Ht 101 5001 a TPS1200 113 SHIFT POS2D F3 To position the telescope X Y onto the point to be staked SHIFT POS3D F4 To position the telescope X Y Z onto the point to be staked SHIFT INDIV F5 and SHIFT RUN F5 To change between entering an indi vidual point ID different to the defined ID template and the running point ID according to the ID template Description of fields Field Option Description lt Point ID gt User input The point ID of the target point to be staked lt Reflector Ht gt or User input The default reflector height as defined in lt hr gt the active configuration set is suggested lt Height gt or lt Ht gt Output Available for lt Edit Height No gt in REFLINE Configuration Heights page lt Design Ht gt or User input Available for lt Edit Height Yes gt in lt D Ht gt REFLINE Configuration Heights page lt LEFT gt Output Offset from the point to be staked out to or the current position perpendicular to the lt RGHT gt orientation line If lt Orientate From Station gt this value is positive when the point to be staked is to the right of the line of orientation when looking from the instrument station towards the current position If lt Orientate To Station gt this va
238. used lt Show Dist gt Yes or No Activates an output field in X SECTION Survey Job Name The horizontal grid distance from the current position to the point last surveyed for the same cross section will be displayed TPS1200 Survey Cross Section Field Option Description lt Display Mask gt Choicelist The user defined display mask is shown in X SECTION Survey Job Name Next step CONT F1 to return to X SECTION Begin followed by CONT F1 to access X SECTION Survey Job Name Survey Cross Section TPS1200 215 16 3 Access X SECTION Survey Job Name General page 216 Surveying Cross Sections Refer to 16 2 Configuring Survey Cross Section to access X SECTION Survey Job Name The pages shown are those from a typical configuration set An additional page is available when a user defined display mask is used os es ED X SECTION H STD p 3 z a Survey tt Os Raneral Ma Point ID 0001 Reflector Ht n Template template d Element 143 Code kerb 1 Dist to Last n Q2at ALL DIST REC END SURVY PAGE TPS1200 ALL F1 To measure and store distances and angles Available if a template has been opened with START F4 DIST F2 To measure and display distances REC F3 To record data START F4 and END F4 To open and close the selected cross section template While the template is open the elem
239. ut The cross section template is closed is displayed if no template is defined The cross section template is open lt Element gt Output x Number of next element on active template y Total number of elements on active template lt Code gt Output The name of the code lt Stringline ID gt Output Available for lt String Attrib gt being activated in CONFIGURE Coding amp Linework Coding page Points that have the same code attached and belong to different cross sections are strung to one line lt Dist to Last gt Output The horizontal grid distance from the current position to the last surveyed point is displayed for unavailable information Next step IF THEN a cross section template is to be opened select the desired lt Template gt START F4 an element of a cross section is to be surveyed ALL F1 a cross section template is to be closed select the desired lt Template gt END F4 data is to be viewed graphically PAGE F6 An element of a cross section template can also be surveyed from the Map page Survey Cross Section TPS1200 217 16 4 Cross Section Templates 16 4 1 Accessing Cross Section Template Management Access step by step X SECTION Templates 218 Step Description 1 PROG The PROG key opens the TPS1200 Programs menu 2 Select
240. uto Points e Offset points can be created with auto points when auto points are stored to the DB X can be to the left or to the right of auto points are automatically computed with the logging of auto points if configured e form a chain relative to the chain of auto points to which they are related Subsequently computed chains are independent from each other can be coded independently of auto points have the same time of when they were stored as the auto points to which they are related e Up to two offset points can be related to one auto point The screens for the configuration of offset points are identical except for the title Auto Points Offset 1 and Auto Points Offset 2 For simplicity the title Auto Points Offset is used in the following description The computation of offset points depends on the number of auto points in one chain One auto point No offset points are computed or stored Two auto points The configured offsets are applied perpendicular to the line between two auto points Three or more auto points The first offset points are computed perpendicular to the line between the first and the second auto point The last offset point is computed perpendicular to the line between the last auto point and the one before All other offset points are computed on a bearing The bearing is half of the angle between the last and the next measured auto point P14 First auto point P2 Second au
241. woed ce 214 Methods av ctventivcclecst itera adista vieteri 213 Survey remote point 0 ceeceeeeeeeeeeteeeeeeteeeees 211 T Target point 22 s2ei iene tele 91 Template Survey Cross Section 213 218 Tolerances TRAVERS e EEE E EAEE 225 Transformation Requirements cccceceeeeeeeeeeeeeeeeeeeeeeeee 49 Set parameters cccceeccceeeeseeeeeeneeeeeeeees 52 Traverse Application program ccccceeesseeeeereeeees 223 Close angle ccccceeccceeeeeeeeeeeeeeeeeeneeeeeeaee 231 COGO calculation Method cccceeeeee 22 Configuration saaria 224 Measure traverse ccccccceessceeeeeeeeeessteeee 227 Point StatiStiCS sc ccevsseees eecscvettievativedecwessssei ce 228 RESUS eiit ae ned Start traverse Twostep transformation One point localisation ccceeeeeeeeeees 64 U Update coordinate system eesseeeeeeeeeeeee 8 Vv Volume Calculations End i eae ea aa e ee eee easy 233 Z ZigZag Survey Cross Section n 213 Index TPS1200 245 Total Quality Management Our commitment to total customer satisfaction Es Leica Geosystems AG Heerbrugg Switzerland has been certified as being equipped with a quality system which i QO IVI meets the International Standards of Quality Management and Quality Systems ISO standard 9001 and Environmental Management Systems ISO standard 14001 Ask your local Leica Geosystems dealer for more information abou

Leica TPS1200+ Applications Field Manual

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