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Leica GS09 Technical Reference Manual

1. 2 8 Terminology Description e This chapter describes technical terms related to data management e Some characteristics only become relevant when a GPS1200 TPS1200 or LGO job is used on GSO9 Coordinate triplet e Ameasured point consists of three coordinate components two horizontal components and one vertical component The generic term for the three coordinate components Is coordinate triplet Depending on the class a point ID can contain more than one coordi nate triplet of the same and or of different classes The class e The class describes the type of coordinate triplet e The following table shows the classes in descending hierarchical order Class Characteristic Description CTRL Type e Control points Automatically assigned to entered points GPS TPS or LGO ADJ Type e Adjusted points using the adjustment program Instrument source Instrument source LGO REF Type e Reference point received by a real time rover Instrument source e GPS TPS or LGO AVGE Type e Averaged point calculated when more than one coordinate triplet of class MEAS exist for the same point ID unless lt Averaging Mode Off gt GSO9 Managing Creating Editing Points Data Lines Areas 38 Class Characteristic Description Instrument source GPS or TPS MEAS Type e Measured points differentially corrected using real time phase or real time code e Calculated from some application programs
2. GSO9 Working with Determine Coord System 265 Field Description of Field Rot Orig Y Position in the Y direction of the origin of rotation GSO9 Working with Determine Coord System 266 31 6 Configuring the Program Configuring 17 94 DET LC Sis ae f G Method ji Flag Residuals Limits Easting Northing Height Default Residual Distbtn 0 050 m 0 050 m None fr a CONT F1 CONT PAGE To accept the screen entries and continue Field Easting Northing or Height Residual Distbtn Description of Field The limit above which Easting Northing Height residuals will be flagged as possible outliers The method by which the residuals of the control points will be distributed throughout the transformation area None No distribution is made Residuals remain with their asso ciated points 1 Distance Distributes the residuals according to the distance between each control point and the newly transformed point Multiquadratic Distributes the residuals using a multiquadratic interpolation approach GSO9 Working with Determine Coord System 267 32 Working with GPS Resection 32 1 An Overview of the Program Description GPS Resection Is a program which is e used to create and apply a onestep coordinate system to the active job e designed to provide an orientation to a GPS job in a similar method to a TPS resection This program Is
3. Type Description RPN e Reverse Polish Notation e This operating mode was developed as a way of writing mathe matical expressions without using parenthesis and brackets Many scientific calculators for example Hewlett Packard calcula tors are implemented with this operating mode Values are entered and kept in a working stack Standard e This operating mode is based on the principles of conventional pocket calculators There is no stacking of values GSO9 Using the Tools Calculating with Calculator 171 22 2 Using the Calculator in RPN Mode Calculator 17 12 yt Fe g oft B in RPN mode TOOLS 4 G 9 yal RPN Calculator X DEG FY 0 00000 EX 0 00000 T 0 00000 Z 0 00000 45 00000 Y xo 0 70711 Ad times Using A or amp the various allocations can SIN COS TAN ASIN acos ATAN be accessed The function keys F1 F6 are allocated seven Field Description of Field First field on the e The unit used for trigonometric functions in the calculator as screen configured in TOOLS Calculator Configuration e DEG Degrees e RAD Radians e GRAD Gon 2Y e The result of the sum or difference of values in Y using F1 and F2 2X e The result of the sum or difference of values in X using F1 and F2 T e Third stack After an operation the value from Z is written here GSO9 Using the Tools Calculating with Calculator 172 Fiel
4. GS09 Understanding HOT Keys USER key STATUS Key 209 29 3 2 Status Satellite Information Description This screen shows information related to the satellites with the highest elevation angle The Rover GPS page Softkey Description of Softkey CONT F1 To return to the Main Menu screen ROV REF F3 To change between the signal to noise ratio values of rover and reference Available when R Time Mode Rover is configured in CONFIGURE Satellite Settings HELTH F4 To view the PRN numbers GPS or the Slot numbers GLONASS of Satellites categorised in good bad and unavailable PAGE F6 To change to another page on the screen Column Description of Column Sat The Pseudo Random Noise number GPS or the Slot number GLONASS of the satellites Elev The elevation angle in degrees The arrows indicate if the satellite is rising or falling Azmth The azimuth of the satellite S N 1 and S N 2 The signal to noise ratio on L1 and L2 The number is shown in brackets If the signal is currently not being used in the position calcu lations The Reference GPS The information about the satellites at the reference shown on this page is identical with page the information shown on STATUS Satellites Rover page GSO9 Understanding HOT Keys USER key STATUS Key 210 The Rover GLO page Available for GSO9 when GLONASS Yes is configured in CONFIGURE Satellite
5. GSO9 Using the Tools Calculating with Calculator 175 22 4 Description of softkeys Description of Softkeys Softkey Description of Softkey Level 1 press Q to access the next level o F1 To add X and Y _ F2 To subtract X from Y BER F3 To multiply X by Y d F4 To divide Y by X i F5 To change between positive and negative algebraic sign for X CLR X F6 To clear X Level 2 press Q to access the next level _ i F1 To add X to EX and Y to EY E F2 To subtract X from X and Y from ZY _HEAN F3 To calculate the mean X _SDEV F4 To calculate the standard deviation for X F5 This softkey is blank CLR F6 To clear X and ZZ Level 3 press Q to access the next level SIN F1 To calculate sine of X GSO9 Using the Tools Calculating with Calculator 176 Description of Softkey COS TAN ASIN i F2 To calculate cosine of X F3 To calculate tangent of X F4 To calculate arcsine of X ACOS F5 To calculate arccosine of X ATAN FREER F6 To calculate arctangent of X Level 4 press Q to access the next level DHS F1 To convert decimal degrees into dd mm ss DEC F2 To convert dd mm ss into decimal degrees F3 To insert X 3 1415926536 The number of decimals depends on the selection for Display Dec in TOOLS Calculator Configuratio
6. Requirements to deter To determine a transformation it is necessary to have common control points whose mine a transformation positions are known In both WGS 1984 coordinates and local coordinates e The more points that are common between datums the more accurately the transforma tion parameters can be calculated Depending on the type of transformation used details about the map projection the local ellipsoid and a local geoidal model may also be needed Requirements for e The control points used for the transformation should surround the area for which the control points 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 extrapolation errors may be intro duced e When a geoid 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 GSO9 Working with Determine Coord System 247 31 2 Starting the Program Access 10 21 A starting the program 17 19 ey E Sits Name WGS84 Pts Job Local Pts Job He thod at CONT CONF _esys Field Name WGS84 Pts Job Local Pts Job Method i ane cog E Determine Coordinate System Main Henu O fy g aa 6 9 oa g Determine Coord System Begin x new coord system WGS84 job Local job CONT F1 To accept the screen entries and conti
7. CONT F1 To select the highlighted polyline and to continue with the subsequent screen EDIT F2 To change the start or end chainage value of the selected line If Strt Chainage Is a it edited then the End Chainage is computed CONT EDIT IMPRT PAGE from the 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 GSO9 Working with Reference Line 294 Step 2 Defining operating parameters Operating parameters are defined on this page This screen contains the Parameters page the Coords page and the Map page The expla nations for the softkeys are valid for all three pages Refer to 28 Understanding MapView for information on the functionality and softkeys available 1a 24 REFLINE stake BOP YPI Parameters Caorde Map CONT FL line Name LINE1 2 To accept the parameters and to continue Strt Chainage 0 000 m with the subsequent screen Length i 5 400 m PREV F4 End Chainage 5 400 o To decrease the chainage value down Chainage 0 000 chainage by the defined chainage interval Offset 0 000 m Chainage Inc Vert Shift 0 000 m NEXT F5 Chainage Inc 1 000 m To increase the chainage value up a chainage by the defined chainage interval CONT PREY NEXT PAGE Chainage Inc PAGE F6 To change to another page on this screen SHIFT BOP F
8. Field Description of Field Match Height e Yes or No Available for Match Type Pos Only Activates the determination of the vertical shift from a separate pair of matching points Step 4 17 29 determining rotation DET C SYS Step 4 Determine Rotation ad Hethed Use WGS84 North Rotation a 0 0000 q aft CONT F1 CONT To accept the screen entries and continue Field Description of Field Method e Use WGS84 North User Entered Convergnce Angle or Two WGS84 Points Method by which the rotation angle for the transformation is determined When Method Use WGS84 North the following fields apply Rotation e Output Transformation will be rotated to North as defined by the WGS 1984 datum North is 0 00000 When Method User Entered the following fields apply GSO9 Working with Determine Coord System 262 Field Description of Field Rotation e User Input Allows the orientation of the transformation to be manually typed in When Method Convergnce Angle the following fields apply Coord System e Choicelist Coordinate system to provide the direction of grid North in the area where the control point used for determining the local coordinate system Is located WGS84 Point e Choicelist WGS 1984 point of which the convergence angle will be calculated Rotation e Output The rotation of the transformation calculated as 0 00000 minus the computed convergence an
9. PAGE F6 changes to the Code page MANAGE Edit Point Point ID Code page The point code can be edited All point codes in the Job can be selected The description of the code Is shown as an output field GSO9 Managing Creating Editing Points Data Lines Areas 25 Step Description The attributes are shown as output input or choicelist fields depending on their definition NEW A F2 allows additional attributes to be created for this point code NAME F3 or VALUE F3 Available for attributes for which an attribute name can be typed in To highlight Attribute n or the field for the attribute value The name of Attribute n can be edited and an attribute value can De typed in 10 Is Class MEAS and no offset point or Class NAV e If yes continue with step 11 e lf no continue with step 10 Is Class AVGE e If yes continue with step 13 e f no continue with step 15 11 12 The edited point is Class MEAS and no offset point or Class NAV PAGE F6 changes to the Annots page MANAGE Edit Point Point ID Annots page The comments to be stored with the point can be edited Continue with step 15 13 The edited point is Class AVGE PAGE F6 changes to the Mean page 14 MANAGE Edit Point Point ID Mean page GSO9 Managing Creating Editing Points Data Lines Areas 26 Step Description All points of Class MEAS of the same point
10. 67 1751 mn a it STORE COORD STAKE PAGE 235 Starting Diagram of line calculations method 2 Calc Offset Point Calculating with Calc Offset Point GSO9 Working with COGO Refer to section 30 2 Starting the Program to select the Line Calculations menu option GSO9_TR_021 PO Known PO Start Point P1 End Point dl Offset Grid d2 AtLine Grid Unknown P2 COGO Point offset point P3 Base point Step 1 inputting the data J Cale Offset Point J Start Point PT 1 4 End Point PT2 ALine Grid 50 000 m Offset Grid 5 000 m aft CALC PAGE Step 2 ni laa the results Point 7 Easting TAE m Northing 131 8198 m Ortho Ht 100 0000 m Line Length 141 4214 m Line Brng 50 0000 y Offs Pt Brng 150 0000 y aft STORE COORD STAKE PAGE 236 Description of all softkeys Description of all input fields GSO9 Working with COGO Softkey Description of Softkey CALC F1 To calculate the result COORD F2 To view other coordinate types PAGE F6 To change to another page on the screen RSLT1 RSLT2 F3 To view the first and second result STAKE F5 To access the Stakeout program and stake the calculated point STORE F1 To store the result SHIFT CONF F2 SHIFT ELL H F2 SHIFT ORTH F2 To configure the program To change between the ellipsoidal and orthometric height Field Description of
11. Code Plotp O Z OZ O0 OO O Point ID Easting 243 5414 o Northing 56 4586 m Ortho Ht 100 0000 m af STORE COORD RSLT2 STAKE PAGE 232 Starting Diagram of intersection method 4 By Points Calculating with By Points GSO9 Working with COGO Refer to section 30 2 Starting the Program to select the Intersections menu option GS09_TR_018 Step 1 inputting the data Hethod dst Point PT1 4 znd Point PT2 4 3rd Point PT4 4 4th Point gt PT5 4 aft CALC PAGE Known PO First known point P1 Second known point P2 Third known point P3 Fourth known point a Line from PO to P1 b Line from P2 to P3 Unknown P4 COGO point intersection point Step 2 sti the results Point T Easting 148 7179 m Northing 148 7179 m Ortho Ht 100 0000 m a STORE COORD STAKE PAGE 233 Description of all softkeys Description of all input fields GSO9 Working with COGO Softkey Description of Softkey CALC F1 To calculate the result COORD F2 To view other coordinate types PAGE F6 To change to another page on the screen RSLT1 RSLT2 F3 To view the first and second result STAKE F5 To access the Stakeout program and stake the calculated point STORE F1 To store the result SHIFT CONF F2 To configure the program SHIFT ELL H F2 SHIFT ORTH F2 To change between the ellipsoidal and orthometric height
12. Creator The person s name who is creating the new codelist Input optional CODES F4 accesses MANAGE Codes where codes can be created edited or deleted STORE F1 stores the codelist and returns to MANAGE Codelists GSO9 Managing Creating Editing Codes Codelists 50 3 4 Accessing Code Management Description Managing codes includes e creating new codes e viewing codes with their related information e editing codes e deleting existing codes Access step by step Step Description l 10 21 eae z141 n In MANAGE Codelists highlight the codelist of which codes are to be managed EDIT F3 to access MANAGE Edit Codelist CODES F4 to access MANAGE Codes This screen is described below GSO9 Managing Creating Editing Codes Codelists 51 Managing codes 17 38 MANAGE x Code Description buildinc single tree FENC fence line aft CONT NEW EDIT DEL HORE GSO9 Managing Creating Editing Codes Codelists The amp Indicates codes which have attributes attached CONT F1 To accept the screen entries and continue NEW F2 To create a new code EDIT F3 To edit the highlighted code DEL F4 To delete the highlighted code 52 3 5 Creating Editing a Code Creating editing a code t step by step Ziek Description l 2 3 Refer to 3 4 Accessing Code Management to access MANAGE Codes NE
13. Field Description of Field Method The method for calculating the COGO point 1st Point The point ID of the first known point for the COGO calculation 2nd Point The point ID of the second known point for the COGO calculation 3rd Point The point ID of the third known point for the COGO calculation 4th Point The point ID of the fourth known point for the COGO calculation Azimuth The direction from the known point to the calculated COGO point HDist Grid The grid distance from the known point to the calculated COGO point 234 30 5 Starting Diagram of line calculations method 1 Calc Base Point Calculating with Calc Base Point GSO9 Working with COGO Calculating with Lines Refer to section 30 2 Starting the Program to select the Line Calculations menu option GSO9_TR_021 PO Step 1 inputting the data aza pm F E COGO 7 c7 AA Line Calculations Input xX Map Task Cale Base Pointi Start Point PT 1 End Point PT2 Offset Point PT4 4 aft cae PAGE Known PO Start Point P1 End Point P2 Offset Point Unknown P3 COGO point base point dl Offset Point d2 AtLine Grid Step 2 storing staking the results aes Se y I 7 yp BO a COGO oa A S Base Point Results x Result Code P Tot Point ID 3 lo Easting 147 5000 m Northing 147 5000 m Ortho Ht 100 0000 m Offset Point 4 A amp Line Grid 67 14751 m AQffset Grid
14. Field Description of Field Radio Type e The type of radio Depending on the radio attached to the CSO9 the Radio type will be switched automatically e IFR 300L e IFR300 e Intuicom 1200 DL e PacificCrest PDL e Satelline 3AS e TFR300 Channel e The radio channel The channel used must be within minimum and maximum allowed input values The minimum and maximum allowed input values for a radio depend on the number of chan nels supported by the radio and the spacing between the chan nels Type in the radio channel GSO9 Working with Setup Reference 311 Field Description of Field Actual Freq e The actual frequency of the radio Step 3 10 34 ty a selecting the Sey Ue REF ES T reference point x Point ID CONT F1 Antenna Ht 1 58 o To accept the screen entries and continue COORD F2 To view other coordinate types LAST F3 WGOS84 Lat A7 94 97 53339 H To use the same coordinates as when the WGS84 Long Q S7 OB 311773 E receiver was last used as a reference WGS84 E11 Ht A77 85 m HERE F4 To use the coordinates of the current navi CONT COORD HERE 7 gated position Field Description of Field Point ID The point ID for the reference point When setting the reference point for the setup the selected point must be able to be viewed as WGS84 coordinates Antenna Ht The antenna height at the reference point GSO9 Working with S
15. Line data can be created by one of the following methods Method Data from CAD Measuring lines in the field Description Selecting the polylines in the drawing that you want to Stake In the field and saving them into a DXF file It is also possible to create the lines to be staked by measuring points in the field Lines can be made using the linework commands in the Survey page Also taking measurements with line objects open or line codes can create lines Using Design to Field Using Alignment Tool Kit Using the Design to Field tool of LEICA Geo Office the user has the ability to Dring in lines from multitudes of formats including XML DXF Microstation XML and many more Refer to LGO Online Help for information on Design to Field Using the ATK application a simple centerline alignment can be created and be imported in Staking to Polyline CS Only straight and curve elements are supported The alignment created with the ATK application has to be converted to a RoadRunner Job Creating Lines in LGO It is possible as well to create the necessary lines in LGO Refer to LGO Online Help GSO9 Working with Reference Line 291 Options to convert the To facilitate the electronic transfer of lines from the plans to the surveying instrument DXF file to a job 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 Co
16. Positions Raw data Is recorded for a minimum number of positions even when the Pos Quality and Ht Quality is already less than the specified maximum Position Update The time interval after which a new position is calculated GSO9 Configuring the Point Occupation Settings 122 15 Description Access Configuring Configuring the Radio Channel The settings on this screen allow parameters related to radio to be configured Se 2 csog 10 17 fy T 3 ie a CONFIGURE 12 wa Be ceric Radio Channel Pad F1 To accept the screen entries and continue Radio Type Satelline 3AS SCAN F5 Provides information such as the station ID Channel aa latency and the data format of incoming Actual Freq 433 8000 Mhz signals from reference stations broad casting on the same radio channel This information can be used to select appro priate reference stations to dial The data format of the selected reference station Is automatically used on the rover Leica data aft CONT SCAN format is standard in GSO9 GSO9 Configuring the Radio Channel 123 Field Description of Field Radio Type e The type of radio Depending on the radio attached to the CSO9 the Radio type will be switched automatically between e FR 300L e IFR300 e Intuicom 1200 DL e PacificCrest PDL receive only e Satelline 3AS e TFR300 Channel e The radio channel The channel used must be within
17. R Time Data co F2 7 To configure additional settings relevant to Port Clip on rover operations Refer to Step 2 Config Device IFR 300L uring Additional Rover Options General Page Ref Sensor Unknown 4 DEVCE F5 Ref Antenna Unknown 4 To create select edit or delete a device Available unless an SBAS data format has af been selected for R Time Data Refer to CONT ROVER for information on SBAS SHIFT PARA F3 To activate and deactivate the prediction of real time observations between the data rate of the reference Refer to paragraph Prediction for information on prediction Available unless R Time Data RTCM 1 2 v2 or R Time Data RTCM 9 2 v2 Define if GLONASS observations are fixed Or not in an RTK solution or whether the sensor automatically decides GSO9 Configuring the Interfaces 126 Field R Time Mode R Time Data GSO9 Configuring the Interfaces SHIFT FILT F4 To activate and deactivate the height filter for height smoothing Refer to paragraph Height smoothing for information on height smoothing Description of Field None or Rover R Time Data Rover activates a rover real time inter face Leica The proprietary Leica real time GPS data format This is recom mended when working exclusively with Leica receivers Leica 4G The proprietary Leica real time GNSS data format This is recommended when working exclusively with Leica GNSS receivers CMR CMR CM
18. The position mode icon changes to the static icon F1 changes to STOP The difference between the current position and the point being staked Is still displayed STOP F1 To end measuring the point being staked When Auto STOP Yes in CONFIGURE Point Occupation Settings the measurement 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 Auto STORE Yes in CONFIGURE Point Occupation Settings the measured point is stored automatically F1 changes to OCUPY REVRS F3 To reverse the graphical display top to bottom A reversed graphical display can be used when the point to be staked lies behind the current position PAGE F6 To change to another page on the screen SHIFT CONF F2 To configure the reference line arc Avail able for OCUPY F1 being displayed SHIFT QUIT F6 To exit Reference Line application program 288 Field First field on the screen hA FORW BACK RGHT LEFT CUT FILL Description of Field The point ID of the point to be staked The default antenna height The changed antenna height Is used until the application program is exited The horizontal distance from the current position to the point to be staked in the direction of the orientation The horizontal distance from the current position to the point to be Staked In the reverse direction of the orientation
19. Version 1 0 English Leica GSO9 Technical Reference Manual when it has to be right Seica Geosystems Introduction Purchase ee Product identification Symbols Trademarks GSO9 Introduction Congratulations on the purchase of a Leica GSO9 system To use the product in a permitted manner please refer to the detailed safety directions 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 authorised service workshop Poe ea a Serial No The symbols used in this manual have the following meanings Type Description 6 Important paragraphs which must be adhered to In practice as they enable the product to be used in a technically correct and efficient manner e Windows is a registered trademark of Microsoft Corporation in the United States and other countries e 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 Table of Contents In this manual GSO9 Table of Contents Chapter Page PART 1 The System 1 Managing Creating Editing Jobs 12 1 1 Accessing Job Management 12 1 2 Creating a New Job 14 L gt Editing an Existing Job 15 2 Managing Creat
20. gem is in the DATA GPS GEOID directory of the CF card Refer to 24 Using the Tools Transferring Objects for information on how to transfer geoid field files to the System RAM on the CSO9 Step l 10 21 a fy 11 esog 13 G7 g Description In MANAGE Coordinate Systems highlight a coordinate system to be edited EDIT F3 to access MANAGE Edit Coordinate System In MANAGE Edit Coordinate System highlight Geoid Model eae La ae ed ENTER to access MANAGE Geoid Models INTL F6 to scan the DATA GPS GEOID directory of the CF card For each geoid field file on the CF card one geoid model is automatically created The names given to the geoid models are those which were entered in LGO CS Existing geoid models are automatically overwritten by new models with the Same name The creation of a geoid model is finished GSO9 Managing Creating Editing Coord Systems 86 4 8 CSCS Models Use in the field For use on the CSO9 in the field CSCS field files are created from the CSCS model CSCS field file CSCS field files may be used in the field to directly convert coordinates from WGS 1984 to local grid without the need of transformation parameters Creation In LGO with export to the CF card of the CSO9 Extension CSC OS The creation of CSCS models on the CSO9 and the functionality of all screens and fields are similar to those for geoid models The directory on the CF card f
21. tional Rover Settings Codelist No codes are stored in the selected Job GSO9 Working with Stakeout 316 Field B selecting the task 17 40 See fy r staKEouT 7 6 Stakeout Task Stakeout Task Description of Field Codes have already been stored in the selected Job 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 Points Onlyfbl CONT F1 To accept the screen entries and continue a SHIFT CONF F2 CONT To configure the program Field Stakeout Task GSO9 Working with Stakeout Description Of Field e Points Only The positions and heights of points in the selected Stakeout Job are staked out No DTM file Is used e Points amp DTM The positions of points in the selected Stakeout Job are staked out Heights to be staked are taken from DTM Job 317 Field Description Of Field e DTM only Activates the stakeout of heights without positions Heights relative to the selected DTM Job are staked out DTM Job e Available for Stakeout Task Points amp DTM and Stakeout Task DTM only To select a DTM to be staked and to select the active DTM layer to be used Heights are then staked out relative to the selected DTM The next step IF the stakeout is THEN to
22. An auto point is stored when the position of the antenna does not move more than the distance configured in Stop Position within the Stop Time 341 GSO9 Working with Survey Field Description of Field e Once a point has been stored the position from the point Just stored must change more than the distance configured in Stop Position before the routine starts again Log Every e User input For Log By Distance The difference in distance before the next auto point is logged For Log By Time from 1 0s to 60 0s The time interval before the next auto point is logged Stop Position Available for Log By Stop amp Go The maximum distance within which the position is considered stationary Stop Time Available for Log By Stop amp Go The time while the position must be stationary until an auto point is stored 342 36 6 Setting the display mask GSO9 Working with Survey Configuring the Program Setting the Display Mask 17 29 T T SURVEY 7 ve aq s Fixed Lines Tih Ist Line Point ID auto 4 2nd Line Line Space Full 4 3rd Line Hoving Ant Ht af 4th Line Line Space Full 4 CONT F1 5th Line Code auto 4 th Line Line Space Full 4 CLEAR F4 fth Line Hsd Auto Points 4 To clear all the fields except the first field ait DEFLT F5 CONT CLEAR DEFLT To recall the default settings Field Description of Field To accept the screen ent
23. Hatch Points 3 WOS84 Pts Local Pts Aft CALC NEW EDIT DEL HATCH AUTO Column Description of Column CALC F1 To confirm the selections compute the transformation and continue with the next screen NEW F2 To match a new pair of points This pair is added to the list EDIT F3 To edit the highlighted pair of matched points DEL F4 To delete the highlighted pair of matched points MATCH F5 To change the type of match for a high lighted pair of matched points 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 transformation parameters for Transftrm Type Classic 3D or 2D amp Height transformation parameters for Transfrm Type Onestep and Transfrm Type Twostep WGS84 Pts The point ID of the points chosen from WGS84 Pts Job GSO9 Working with Determine Coord System 252 Column Description of Column Local Pts The point ID of the points chosen from Local Pts Job Match The type of match to be made between the points This information is used in the transformation calculation Position amp Height Position 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 This screen provides a list of points chosen fr
24. Horizontal distance from the current position to the point to be staked orthogonal to the right of the orientation direction Horizontal distance from the current position to the point to be Staked orthogonal to the left of the orientation direction The negative height difference from the height of the current posi tion to the height of the point to be staked To move down The positive height difference from the height of the current position to the height of the point to be staked To move up D Ht 3DCQ GSO9 Working with Reference Line The design height which ts the orthometric height of the point to be Staked 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 Changing the value for D Ht changes the values displayed for CUT and FILL Available for code and phase fixed solutions The current 3D coordi nate quality of the computed position 289 Field Description of Field PDOP Available for autonomous solutions The current PDOP of the auton omous solution GSO9 Working with Reference Line 290 33 5 Staking to a Polyline Description The reference line task Staking to 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 Preparing the data
25. Instrument source e GPS TPS or LGO NAV Type e Navigated points using uncorrected code solutions of a single epoch Instrument source GPS EST Type e Estimated points from LGO Instrument source e LGO The sub class The sub class describes certain classes in detail It indicates the status of the position when a coordinate triplet was measured and how the coordinates were determined Sub class Description Instrument source COGO Indirect coordinate determination with application GPS or TPS program COGO NONE Direction is available but no coordinates TPS Height is available but no position coordinates Level TPS Measured with distances and angles Fixed Height Manually entered and fixed in height GPS or TPS Fixed Position Manually entered and fixed in position GPS or TPS GSO9 Managing Creating Editing Points Data Lines Areas 39 The source solution coming from LGO Sub class Description Instrument source Fixed Pos amp Ht Manually entered and fixed in position and height GPS or TPS GPS Code Only Direct coordinate determination with code solu GPS tion GPS Fixed Direct coordinate determination with phase fixed GPS solution GPS Float Direct coordinate determination with autonomous GPS solution coming from LGO Hidden Point Indirect coordinate determination with hidden GPS or TPS point measurements Additional sub cl
26. MANAGE Edit Code where new attributes can be added to a code and line styles can be changed Editing a job code 17 13 amp y 5 9 er F STORE F1 MANAGE 9 6 9 bal To store the code including any newly created attributes and to return to the Code TREE screen from where MANAGE Edit Code was Code Desc single tree accessed Group Default 4 NEW A F2 Code Type Point H To add a new attribute to a code Linework None 4 NAME F3 or VALUE F3 Available for attributes for which an attribute name can be typed in To highlight Diameter 7 ieee Attribute n or the field for the attribute at STORE NEW A NANE value The name of Attribute n can be edited and an attribute value can be typed In GSO9 Managing Creating Editing Codes Codelists 56 3 7 Terminology Description This chapter describes technical terms related to codes and codelists C The values for codes and attributes are case sensitive For example the code Tree is not the same as the code TREE Code Description A code is a description which can be stored with an point or alone Structure of codes Thematical codes Free codes Point related information recorded Time related information recorded together with the actual point in the field between points in the field A time stamp is recorded with each free code It allows to export free codes and points in a chron ological order to be used for third party mapping softwa
27. The attributes are shown as output input or choicelist fields depending on their definition GSO9 Managing Creating Editing Points Data Lines Areas 29 Step Description e For Thematc Codes Without Codelist Codes for lines can be typed in but not selected from a codelist Line Code The line code to be stored with the point A check is performed to see if a line code of this name already exists in the Job If so the according attributes are displayed Attribute n Up to eight attribute values are available Is Thematc Codes With Codelist e If yes continue with the next row e If no continue with step 7 NEW A F2 allows additional attributes to be created for this line code NAME F3 or VALUE F3 Available for attributes for which an attribute name can be typed in To highlight Attribute n or the field for the attribute value The name of Attribute n can be edited and an attribute value can De typed in STORE F1 stores the new line entered and all associated information and returns to MANAGE Data Job Name Lines page The value for Start Time with which the line is stored is the time when STORE F1 was pressed The same value is assigned to the value for End Time until a point is added to the line Any existing lines and areas which are open are closed GSO9 Managing Creating Editing Points Data Lines Areas 30 2 5 er Access step by step Editing an existing line area step b
28. corrections based on the information of the antenna are applied in order to provide correct results The real time data formats Leica RTCM v2 3 CMR and CMR contain this information K If the reference data is corrected by absolute antenna calibration values and a Leica standard antenna is being used on the rover select ADVNULLANTENNA as reference antenna 130 Step 2 17 23 TERS Configuring Additional CONFIGURE is G 8 ial Rover Options General Page Accept Er Ref Network YRS 4 gt CONT F1 Send User ID No 4 To accept the screen entries and continue GGA F4 To activate the sending of a GGA message for reference network applications att PAGE F6 CONT GGA PAGE To change to the next page on the screen Field Description of Field Accept Ref e The reference station of which real time data is to be accepted e User Defined Incoming real time data is accepted from the refer ence station defined in Ref Stn ID e First Received Incoming real time data from the first recognised reference station is accepted e Any Received Incoming real time data from any reference station is accepted Ref Stn ID GSO9 Configuring the Interfaces e User input Available for Accept Ref User Defined The special ID of the reference station from which real time data Is to be received The allowed minimum and maximum values vary e From O0 to 31 For R Time Data Leica and R Tim
29. 1 2 18 19 v2 Message according to RTCM version 2 x Combi nation of RTCM 1 2 v2 and RTCM 18 19 v2 RTCM 1 2 20 21 v2 Message according to RTCM version 2 x Combi nation of RTCM 1 2 v2 and RTCM 20 21 v2 Port GSO9 Configuring the Interfaces Bluetooth x The Bluetooth port which will be used for the interface functionality Requires the purchase of the Bluetooth functionality option 129 Field Description of Field Clip on The clip on contacts It is used for CSO9 with GHT56 when a device is attached to the GHT56 NETx Available for an activated Internet interface If these ports are not assigned to a specific interface then these ports are additional remote ports Device Clip on Default device for the physical LEMO port on the GHT56 It is displayed for CSO9 with GHT56 when Port Clip on is selected Ref Sensor Choicelist The receiver type used at the reference If the real time data format does not contain the information of the receiver type certain corrections based on the Information of the receiver type are applied in order to provide correct results The real time data formats Leica CMR and CMR contain this information This is mainly impor tant when a System300 receiver is used as reference Ref Antenna GSO9 Configuring the Interfaces Choicelist The antenna used at the reference If the real time data format does not contain the information of the antenna certain
30. 25 Using the Tools Field to Office ES This tool requires the purchase of the RTK network access option Refer to 21 Using the Tools Activating Licence Keys Description This is to transfer jobs codelists and other GSO9 related files on the CompactFlash Card with a standard and simple FTP server FTP protocol is used to transfer between GSO9 which runs GSO9 software and has an internet device connected and the ftp server The zip unzip functionality is included Licence keys can also be typed in manually in Main Menu Tools Licence Keys or the first time the application program Is started Access 10 21 yr Ry B Ta C509 15 G F A Supported files The following list shows the supported file extensions that will automatically move to the corresponding directory after downloading Supported file File extension Directory Almanac file Almanac sys DATA GPS Antenna file from GS09 List ant GPS Application program files rs has SYSTEM ASCII files for import export to from job txt DATA Coordinate system file from GSO9 Trfset dat DBX CSCS field files CSC DATA GPS CSCS DXF files for import export to from job dxf DATA Firmware files fw SYSTEM GSO9 Using the Tools Field to Office 186 ese TOOLS Field to Office gt Config Supported file File extension Directory Format files frt CONVERT Geoid field files gem DATA GPS GEOID GSI files gsi GSI GSM M
31. 26 SURVEY Configuration x Auto Points n UO Use SCodes Show Info Not used gt Heasure Point Yes 4h String Attrib 4 gt He thed Zig zag 4 Direction Forward 4 CONT F1 No Elements g4 To accept the screen entries and continue a PAGE F6 CONT PAGE To change to another page on the screen Field Description of Field Use SCodes e Yes Activates using of SmartCodes All other fields on the screen are active and can be edited e No Deactivates using of SmartCodes and all fields on this screen Show Info e Information shown in line 8 of SURVEY Survey Job name SCode Dage e Not used No display mask element is shown e Point ID 3D CQ 2D CQ 1D CQ Antenna Ht or Linework Display mask element that is shown in line 8 of SURVEY Survey Job name SCode page 339 Field Description of Field Measure Point Yes or No If one of the code boxes is tapped In SURVEY Survey Job name SCode page then that code is selected and the point Is measured for Measure Point Yes String Attrib Method Direction No Elements GSO9 Working with Survey Choicelist Available for Show Codes All Codes When this field is active surveyed points that have the same code attached are strung to one line Method by which subsequent code box Is selected after a point is stored Not used Direction and No Elements are invisible and the number of codes bo
32. CSCS Model The Country Specific Coordinate System model Make the required changes STORE F1 stores the coordinate system and returns to MANAGE Coordinate Systems GSO9 Managing Creating Editing Coord Systems 69 4 4 4 4 1 ee Access step by step Transformations Accessing Transformation Management MANAGE Coordinate Systems cannot be accessed for coordinate systems with source RTCM Refer to The RTCM coordinate system Step l Description 10 21 4 amp on csog 13 Gs i In MANAGE Coordinate Systems highlight a coordinate system to be edited EDIT F3 In MANAGE Edit Coordinate System highlight Transform U1 A WIN ENTER to access MANAGE Transformations GSO9 Managing Creating Editing Coord Systems 70 Managing transformations ee NE Aa a MANAGE Th x Transformations Name Height Mod None gt ETRFJTO1 Switzer land Ellipsoidal Ellipsoidal af CONT NEW EDIT DEL HORE GSO9 Managing Creating Editing Coord Systems Listed are all Classic 3D transformations stored in the database DB X Any unavailable informa tion Is shown as CONT F1 To select a transformation and continue NEW F2 To create a new transformation EDIT F3 To edit the highlighted transformation DEL F4 To delete the highlighted transformation MORE F5 To display information about the type of heights compu
33. Diagram Computing an Azimuth Using the Sun Refer to 37 2 Starting the Program to access HIDDEN PT Hidden Point Measurement For Method Brng amp Distance Method Double Bearing or Method Back Brng amp Dist highlight Azimuth The azimuth for a hidden point measurement can be computed using a known point and the sun The known point can be manually occupied The location of the hidden point can be away from the sun or in the direction towards the sun Ensure the shadow of the pole falls in the direction of the point GSO9_TR_031 GSO9_TR_030 PO Known point PO Known point P1 Hidden point P1 Hidden point a Bearing from PO to P1 a Bearing from PO to P1 GSO9 Working with Survey Hidden points 356 Computing an azimuth 17 31 using the sun HIDDEN PT Press F6 if the hidden point is in the direction away from the sun Description of softkeys Softkey Description of Softkey CALC F1 To calculate the hidden point and to display the results SUN F3 When Azimuth is highlighted The azimuth from the direction of the sun to Point is computed AZMTH F4 When Azimuth is highlighted To select or manually occupy an auxil lary point and to compute the azimuth TOWRD F4 Available after pressing SUN F3 To be pressed when the hidden point is in the direction towards the sun AWAY F6 Available after pressing SUN F3 Is the hidden point in the direction towards the sun GSO9
34. Field GGA Position Automatic The current rover position is sent to the reference network The position is updated and sent every five seconds From Job A point from the active job can be selected in Point ID The position of this point is sent to the reference network every five seconds LAST HERE Posn The position last used in a reference network application or the current navigation position can be selected using LAST F3 or HERE F4 The selected position is sent every five seconds None No GGA message Is sent to the reference network GSO9 Configuring the Interfaces 140 Field Description of Field Point ID e Choicelist Available for GGA Position From Job The coordinates of this point are sent out in the GGA message Opening the choicelist opens MANAGE Data Job Name GSO9 Configuring the Interfaces 141 16 4 Description Access Configuring the Internet Interface Configuring of the Internet Interface The Internet interface allows accessing the Internet using a GSO9 receiver plus normally a GPRS device can be used together with the Real Time Interface to receive real time data from a NTRIP Caster via Internet communication Refer to 17 1 Overview for information about NTRIP The settings on this screen define the port and parameters required for accessing the Internet 10 21 oe ee p 13 am 3 cs09 G 7 E e CONFIGURE Internet Interf
35. GSO9 Working with Reference Line 304 Configuring polyline 17 51 pr ntn E REFLINE cr JA is m n n x Stake Points Auto Incrment Next gt CONT F1 Ref Tangent Back gt To accept the screen entries and continue Show Results Yes a PAGE F6 To change to another page on the screen SHIFT ABOUT F5 To display information about the applica tion program name the version number the date of the version the copyright and aft CONT PAGE the article number Field Description of Field Stake Points e Choicelist Sets the type of horizontal points to be staked Refer to 33 5 Staking to a Polyline for a graphic and an explanation of the abbreviations e PC PT AP Only these horizontal key points are calculated for Staking skipping the radius and midpoints of arcs and the angle bisector point on lines e PC PT AP BP Only these horizontal key points are calculated for staking skipping the radius point and midpoint of all arcs e PC PT AP RP MCP Only these horizontal key points are calcu lated for staking skipping the angle bisector point e All All horizontal key points are available for stakeout Refer to 33 5 Staking to a Polyline for a list of all keypoints GSO9 Working with Reference Line 305 Field Description of Field Auto Incrment Ref Tangent Show Results Sets behaviour of the chainage after a point is stored lt None
36. If codes have been typed in then the name of the active job Is displayed CODES F4 views codes currently stored in the job PAGE F6 changes to the Coord System page MANAGE Edit Job Job Name Coord System page The functionality on this page is identical with the creation of a new Job 12 STORE F1 stores the changes and returns to the screen from where MANAGE Edit Job Job Name was accessed GSO9 Managing Creating Editing Jobs 16 2 Managing Creating Editing Points Data Lines Areas 2 1 Accessing Data Management al a a Step Description l 10 21 am amp y 11 FE CSOY 13 G F E 2 In MANAGE Jobs highlight a job DATA F5 to access MANAGE Data Job Name Description e The points lines and areas listed on the pages belong to the currently active job The order of the points lines and areas depend on the active sort settings e Data is a generic term for points lines and areas e Data management is the administration of data stored in the active job This includes e viewing data with their related information e editing data e creating new data e deleting existing data e sorting existing data GSO9 Managing Creating Editing Points Data Lines Areas 17 Managing points Managing lines and areas 17 16 MANAGE ake 7 Farne es t fareas eo ee E Co 355 0001 ooo CONT F1 0003 HEAS To accept the screen entries and continue 0004 HEAS N
37. Language files filename s Licence file filename key System files System ram GSO9 Directory Structure of the Memory Device 371 Appendix D D 1 Description Pin assignments for 8 pin LEMO 1 Sockets Pin Assignments and Sockets CS0O9 Some applications require knowledge of the pin assignments for the CSO9 port In this chapter the pin assignments and socket for the port of the CSO9 are explained Pin Name Description Direction 1 USB _D USB data line In or out 2 USB_D USB data line In or out 3 GND Signal ground 4 RxD RS232 receive data In 5 TxD RS232 transmit data Out 6 ID Identification pin In or out 7 PWR Power input 5 28 V In 8 GPI RS232 general purpose signal In 8 pin LEMO 1 LEMO 1 8 pin LEMO HMI 1B 308 CLNP GSO9 Pin Assignments and Sockets 372 D 2 GSO9 Description Some applications require knowledge of the pin assignments for the GSO9 port In this chapter the pin assignments and socket for the port of the GSO9 are explained Port at the GSO9 GS09_TR_007 Pin assignments for a 8 pin LEMO 1 to connect cable to CS09 8 pin LEMO 1 Pin Name Description Direction l USB_D USB data line In or out 2 USB_D USB data line In or out 3 GND Signal ground 4 RxD RS232 receive data In 5 TxD RS232 transmit data Out 6 ID Identification pin In or out 7 PWR Power input 5 28 V In 8 ATX_ON ATX on cont
38. Localistn and continue with sec 31 5 GSO9 Working with Determine Coord System 249 31 3 Determining a New Coord System using the Normal Method Starting Refer to section 31 2 Starting the Program to select the Normal method Step 1 17 22 choosing height type DET C SYS Step 1 TE ET Type Transfrm Name BEIT MEE Transtrm Type Height Hode Ones tep f Ellipsoidal f a CONT F1 CONT To accept the screen entries and continue Field Description of Field Transfrm Name Transfrm Type Height Mode GSO9 Working with Determine Coord System A unique name for the transformation The name may be up to 16 characters in length and may include spaces If a coordinate system Is being updated then its name is displayed The type of transformation to be used when determining a coor dinate system The height mode to be used in the determination of a coordinate system Orthometric or Ellipsoidal Available when determining a new coordinate system 250 Step 2 ee choosing geoid model DET C SYS T z 9 a aa 3 x Step 2 Choose Geoid Hodel Geoid Hodel lt None Wi aft CONT F1 CONT To accept the screen entries and continue Field Description of Field Geoid Model The geoid model to be used in the transformation GSO9 Working with Determine Coord System 251 Step 3 matching the points
39. NO F4 returns to the GS09 Main Menu GSO9 Converting Data Copy Export Import 99 5 3 Importing Data to a Job Description card This screen lists all the importers loaded The data to import must be stored on the CF e Data can be imported to a job on the CF card Import formats T ASCII Characteristic Import variables Format definition Units Height Local heights but no coordi nates in file Coordinates but no heights in file Neither coordinates nor heights in file No point ID s in file Description Point ID grid coordinates thematical codes No free codes no attributes Free format Use and order of variables and delimiter can be defined during import As currently configured on the CS09 Orthometric or ellipsoidal Points are imported without coordinates but with local height and code if available Points are imported without height but with coordinates and code if available No import No import GSI8 GSI16 Import variables GSO9 Converting Data Copy Export Import Point ID WI 11 local coordinates WI 81 WI 82 WI 83 thematical codes WI 71 No free codes no attributes Example for GSI8 110014 00001448 81 01 00001363 82 01 00007748 83 01 00000000 71 000sheep 100 Format DXF Characteristic Format definition Units Heights Local heights but no coordi nates in file Coordinates Dut no heights tn file Neith
40. Performance Test Downloaded files are moved automatically Temp to the corresponding directories if recog Zip Files nised by the system If not they are stored in the download folder Zipped files are unzipped before storing in the download at DWNLD PAGE folder SHIFT RFRSH F5 To refresh the FTP directory The next step SHIFT QUIT F6 returns to the GSO9 Main Menu GSO9 Using the Tools Field to Office 190 26 Using the Tools Uploading Software Description Application programs system languages and firmware can be uploaded These files to be uploaded are stored in the SYSTEM directory of the memory device Type Upload File extension From To Programs CF card Programs memory filename a Instrument firmware e GSO09 filename fw e CSO9 System languages CSO9 Individual to each language Access a e csog his c7 amp GSO9 Using the Tools Uploading Software 191 Uploading options 18 00 TOOLS 7 ae wad Upload System TE 1 Application Programs 2 System Languages 3 Instrument Firmware xA CONT F1 af CONT To select files for upload Uploading 18 03 a E TOOLS 7 aa Es a Upload JELL TETT x From CF Card To Instrument CONT F1 af CONT To accept the screen entries and continue GSO9 Using the Tools Uploading Software 192 Field From Description of Field Upload from CF card To Upload to
41. Settings The Information about the GLONASS satellites shown on this page Is identical with the informa tion shown on STATUS Satellites Rover GPS page The Skyplot page The skyplot shows satellite information in a graphical way The part of the skyplot between the O elevation and the cut off angle is marked grey Softkey Description of Softkey CONT F1 GPS X GPS u F2 To return to the Main Menu screen To hide or show the GPS satellites shown by the prefix G Available for GSO9 when GLONASS Yes is configured in CONFIGURE Satellite Settings GLO X GLO u F3 To hide or show the GLONASS satellites shown by the prefix R Available for GS09 when GLONASS Yes is configured in CONFIGURE Satellite Settings PAGE F6 To change to another page on the screen Symbol Description of Symbol Satellites above the Cut Off Angle configured in CONFIGURE Satellite Settings 7 ate 5 44h Satellites below the Cut Off Angle configured in CONFIGURE Satellite Settings GS09 Understanding HOT Keys USER key STATUS Key 211 The Almanac page The almanac page shows the date of the used almanacs the number of satellites tracked as shown on the skyplot and the number of all satellites available above the cut off elevation mask as shown on the skyplot Softkey Description of Softkey CONT F1 To exit STATUS Satellites Rover PAGE F6 To change to another
42. System RAM lt None gt afr CONT F1 To accept the screen entries and continue ALL F3 Available for some transfer object options At CONT ALL To transfer all objects Field Description of Field From To Codelist Coord Sys e Memory device to transfer object from e CF Card Transfer from CompactFlash card e System RAM Transfer from System RAM e Memory device to transfer object to e To select the codelist to be transferred e To select the coordinate system to De transferred GSO9 Using the Tools Transferring Objects 184 Field Description of Field File e To select the geoid field file the CSCS field file the entire contents of the System RAM or the PZ90 transformation to be transferred depending on the transfer option chosen CS Each new GSO9 firmware will include the latest PZ 90 transfor mation so that Is normally not necessary to transfer a PZ 90 transformation to or from a sensor PZ90 is the GLONASS reference frame For a combined processing GPS amp GLONASS a 7 parameter Helmert transfor mation Is necessary to transform PZ90 into WGS84 The values for this transformation are hard coded but can be changed by importing the file PZ9Otrafo dat that is provided by LGO Format File e To select the format files to be transferred Antenna e To select the antenna records to be transferred GSO9 Using the Tools Transferring Objects 185
43. Working with Survey Hidden points 357 37 4 2 Starting Description Diagram Using Auxiliary Point Refer to 37 2 Starting the Program to access HIDDEN PT Hidden Point Measurement For Method Brng amp Distance Method Double Bearing or Method Back Brng amp Dist press AZMTH F4 when Azimuth is highlighted to access HIDDEN PT Choose Azimuth Point The azimuth for a hidden point measurement can be computed using an auxiliary point The auxiliary point e may already exist in the job e may be manually occupied during the hidden point measurements e may be manually typed in The location of the auxiliary point can be in the direction towards the hidden point or away from the hidden point GSO9_TR_028 GS09_TR_029 GSO9 Working with Survey Hidden points 358 PO Known point PO Known point Pl Auxiliary point Azimuth Pt P1 Auxiliary point Azimuth Pt P2 Hidden point a Bearing from P2 to PO a P2 Hidden point Bearing from PO to P2 Choosing Azimuth Point 47 93 HIDDEN PT Azimuth Pt Direction at CONT SURVY Field Azimuth Pt Direction CONT F1 To accept changes and return to the screen from where this screen was accessed The azimuth is computed and displayed in Azimuth in HIDDEN PT Hidden Point Measurement SURVY F5 Available for Azimuth Pt being highlighted To manually occupy the auxiliary point for the calculation of the azimuth To Hidden
44. Yes aH Orientate e 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 e To North The North direction shown in the graphical display based on the active coordinate system e To Sun The position of the sun calculated from the current posi tion the time and the date e To Last Point Time wise the last recorded point If no points are yet staked Orientate To North is used for the first point to be Staked GSO9 Working with Stakeout 328 Field Description of Field To Point Stake A point from Stakeout Job selected in STAKEOUT Stakeout Begin To Point Store A point from Job selected in STAKEOUT Stakeout Begin 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 To select the point to be used for orientation Available for Orien tate To Point Stake and Orientate To Point Store Closest Point The order of the points suggested for staking out Yes After staking and storing a point the next point suggested for staking out Is the point closest to the point which was staked If there are many points in Stakeout Job the search may take a few seconds No After staking and storing one point the next point suggested for staking o
45. additional point is added to the line PAGE F6 changes to the Points page MANAGE Edit Line Line ID Points page All points belonging to the line are listed The point that was added last to the line is at the top of the list ADD F2 Accesses MANAGE Select Point with the Points and Map page To add an existing point from the active Job to the line A new point is added above the point which was highlighted when ADD F2 was pressed EDIT F3 edits the highlighted point REMOV F4 removes the highlighted point from the line The point itself is not deleted MORE F5 displays information about the point codes if stored with the line the time and the date of when the line was stored the 3D coordinate quality the class and the flag for Linework PAGE F6 changes to the Code page MANAGE Edit Line Line ID Code page The line code can be edited All line codes can be selected For Line Code lt None gt the line style can be changed The description of the code Is shown as an output field GSO9 Managing Creating Editing Points Data Lines Areas 32 Step Description The attributes are shown as output Input or choicelist fields depending on their definition NEW A F2 allows additional attributes to be created for this line code NAME F3 or VALUE F3 Available for attributes for which an attribute name can be typed in To highlight Attribute n or the field f
46. be for example a real time rover receiving real time corrections In order to receive real time corrections the NTRIP Client must first send e auser ID e a password e an identification name the so called MountPoint from which real time corrections are to be received to the NTRIP Caster NTRIP Server The NTRIP Server transfers data streams In order to send real time corrections the NTRIP Server must first send e a password e an identification name the so called MountPoint where the real time corrections come from to the NTRIP Caster GSO9 Configuring NTRIP via Internet 146 Before sending real time corrections to the NTRIP Caster for the first time a registration form must be completed This is available from the NTRIP Caster administration centre Refer to the Internet NTRIP Source The NTRIP Source generates data streams NTRIP Caster The NTRIP Caster e is an Internet server handling various data streams to and from the NTRIP Servers and NTRIP Clients e checks the requests from NTRIP Clients and NTRIP Servers to see if they are registered to receive or provide real time corrections decides whether there is streaming data to be sent or to be received Graphic ak NTRiPClient NTRIP and it s role in the Internet GSO9_TR_035 GSO9 Configuring NTRIP via Internet 147 17 2 17 2 1 Requirements ee Configuring access to internet Configuring a Real Time Rover for Using NTRIP Service C
47. by the MountPoint 11 PAGE F6 to access CONFIGURE MountPoint XX Location page 12 CONFIGURE MountPoint XX Location page GSO9 Configuring NTRIP via Internet 153 Step Description Detailed information about the location of the MountPoint is displayed 13 14 PAGE F6 to access CONFIGURE MountPoint XX Miscell page CONFIGURE MountPoint XX Miscell page Generator The hard or software generating the data stream Compress The name of the compression encryption algorithm Info Miscellaneous information if available PREV F2 to display information about the previous MountPoint in the list 15 16 GSO9 Configuring NTRIP via Internet NEXT F3 to display information about the next MountPoint in the list CONT F1 to return to CONFIGURE NTRIP Source Table CONT F1 to return to CONFIGURE Additional Rover Options SHIFT CONEC F3 and SHIFT DISCO F3 are now available in all applications to connect to and disconnect from the NTRIP Server 154 18 Description Access Configuring Configuring the Satellite Settings The settings on this screen define which satellites and satellite signals will be used by CSO9 10 21 j l hy E1 ai G 7 C308 17 23 pr na CONFIGURE ce JAO B Satellite Settings x GLONASS Yeshl GPS L2c Automatic Cut Off Angle 10 CONT F1 To accept the screen entries and continue SHIFT INIT F4 Force the receiver to de
48. certified as being equipped with a quality system which meets l z 7 O IVI the International Standards of Quality Management and Quality F i Systems ISO standard 9001 and Environmental Management prs Systems ISO standard 14001 at N Ask your local Leica Geosystems dealer for more information about our TQM program 2009 Leica Geosystems AG Heerbrugg Switzerland Leica Geosystems AG Heinrich Wild Strasse CH 9435 Heerbrugg Switzerland when it has to be right etca Phone 41 71 727 3131 www leica geosystems com Geosystems
49. change to another page on the screen SHIFT ABOUT F5 n ita 5 0 Yes 1l To display information about the applica tion program name the version number the date of the version the copyright and aft CONT PAGE the article number GSO9 Working with Reference Line 303 Field Pos Check Pos Limit Description of Field Yes or No Allows a check to be made on the horizontal coordi nate difference between the manually occupied staked point and the point to be staked If the defined Pos Limit is exceeded the Stakeout can be repeated skipped or stored User input Available for Pos Check Yes Sets the maximum hori zontal coordinate difference which Is accepted in the position check Height Check Yes or No Allows a check to be made on the vertical difference between the manually occupied staked point and the point to be Staked If the defined Height Limit is exceeded the stakeout can be repeated skipped or stored Height Limit User input Available for Height Check Yes Sets the maximum vertical difference accepted in the height check Beep near Pt Yes or No The CSO9 beeps when the horizontal radial distance from the current position to the point to be staked Is equal to or less than defined in Dist from Pt Dist from Pt User input Available for Beep near Pt Yes The horizontal radial distance from the current position to the point to be staked when a beep should be heard
50. coordinates Auxillary points can be points existing in the job or they can be manually occu pied GSO9 Working with Survey Hidden points 347 37 2 Starting the Program ea Hidden point measurements are possible from the Survey application program and when the Survey application program screen is called from another application program for example from Stakeout 10 21 a gq Access aem a Survey H PNT F5 Main Henu GSO9 Working with Survey Hidden points 348 37 3 Starting Diagram of hidden points measurement method 1 Brng amp Distance Measuring a hidden point with Bearing amp Distance Measuring Hidden Points Refer to 37 2 Starting the Program to access HIDDEN PT Hidden Point Measurement e P2 Known PO Known point Point To be measured d Distance from PO to P2 a Bearing from PO to P2 P1 Auxiliary point optional Unknown P2 Hidden point Point f Azimuth 45 1245 gq Horiz Dist f 5 000 m Height 1 200 m af CALC GSO9 Working with Survey Hidden points 349 Diagram of hidden points measurement method 2 Double Bearing Measuring a hidden point with Double Bearing GSO9_TR_025 Ia 2 HIDDEN PT Hethod Point A Azimuth 15 0000 g AHe ight 1 250 m Point B PT 21 4f Azimuth 35 1234 gq AHeight 0 750 m af calc Joo do d Jd GSO9 Working with Survey Hidden points Known PO First known point Point A P3 S
51. field files to the System RAM of the CSO9 GSO9 Managing Creating Editing Coord Systems 83 4 7 2 Accessing Geoid Model Management a a Step sie lia l 10 21 SATE fain fen n n aa In MANAGE arn Systems highlight a coordinate system to be edited EDIT F3 to access MANAGE Edit Coordinate System In MANAGE Edit Coordinate System highlight Geoid Model ENTER to access MANAGE Geoid Models U1 NANI WwWIN Managing geoid models 17 49 MANAGE Geoid Hodels File f gem None Listed are all geoid models stored in the data base Any unavailable information is shown as Eee for example if the geoid field file which was associated to the geoid model is not avail able on the CF card CONT F1 aft CONT CFCRD EDIT DEL To select a geoid model and continue GSO9 Managing Creating Editing Coord Systems 84 GSO9 Managing Creating Editing Coord Systems EDIT F3 To view the highlighted geoid model None of the fields can be edited The geoid field file from which the geoid model was created must be stored in the System RAM or in the DATA GPS GEOID directory of the CF card DEL F4 To delete the highlighted geoid model The geoid field file which was associated with this geoid model ts then also deleted 85 4 7 3 Requirement Creating a geoid model step by step Creating a Geoid Model from the CF Card At least one geoid field file with the extension
52. fields GSO9 Working with COGO Softkey Description of Softkey CALC F1 To calculate the result COORD F2 To view other coordinate types PAGE F6 To change to another page on the screen RSLT1 RSLT2 F3 To view the first and second result STAKE F5 To access the Stakeout program and stake the calculated point STORE F1 To store the result SHIFT CONF F2 SHIFT ELL H F2 SHIFT ORTH F2 To configure the program To change between the ellipsoidal and orthometric height Field Description of Field Task The task for calculating the COGO point Start Point The point ID of the start point of the known arc Second point The point ID of the second point of the known arc End Point The point ID of the end point of the known arc Offset Point The point ID of the offset point to the known arc AArcDist Grid The horizontal distance from the start point to the base point AOffset Grid The offset distance from the base point to the offset point 241 30 7 Configuring the Program Configuring 17 39 V amp 5 7 Puen E COGO Feas wal os Configuration Parameters Est Pos Olty ETT Est Ht Qity 0 300 m TPS Obs TPS Obs Intersection oak F1 tth iri d ti i l o accept the screen entries and continue Compute Ht Using Average H SHIFT ABOUT F5 To display information about the program name the version number the date of the version the copyright and
53. gt Does not change the chainage after a point Is stored Previous Proceeds to the next key point down chainage after each stored staked point Next Proceeds to the next key point up chainage after each stored staked point Back or Forward Sets the tangent to be used when staking items in void areas Yes or No To show or hide the results GSO9 Working with Reference Line 306 34 Working with Setup Reference 34 1 An Overview of the Program Description Setup Reference is a program to configure GSO9 as a reference station After completing the program the reference station is operating and CSO9 switches to rover mode and can be used for all rover applications GSO9 Working with Setup Reference 307 34 2 Starting the Program Access 10 21 Cs09 Starting the program 10 30 SETUP REF Job Coord System Codelist aft CONT DATA CSYS Field Job in ov on aoe Setup Reference Main Menu O w B x a os U Reference Beg ax CONT F1 To accept the screen entries and continue DATA F5 To view edit and delete points stored with the job CSYS F6 To select a different coordinate system Not available for Use Auto CrdSys Yes configured in CONFIGURE Additional Rover Settings WGS 1984 lt None gt af Description of Field The active job Coord System Codelist The coordinate system currently attached to the
54. licence key can be used to activate protected programs and protected receiver options and can be used to define the expiry date of the software maintenance el A licence key is required for the following protected programs 10 21 eared fy EM i Cs09 13 Gs Protected programs e DTM Stakeout e Reference Line e RoadRunner e Volume Calculations A licence key is required for the following protected receiver option Protected receiver options e 5 Hz update rate e 5 km RTK range e Unlimited RTK range e Extended OWI messages e GLONASS tracking e RTK network access e Bluetooth functionality GSO9 Using the Tools Activating Licence Keys 168 Protected receiver options e Raw data logging e RTCM CMR data input Entering Loading e A licence key file can be uploaded to CSO9 To upload a licence key file the file should be located on the SYSTEM directory of the CF card Licence key files use the naming conven tion L_123456 key where 123456 Is the instrument serial number e Licence keys can also be typed in manually 10 24 C amp M gp PER ail TOOLS Wa cr HA 3 a Enter Licence Key x Hethod l Hanual Entry of Key 4H Key ABCDEF123456 a licence key CONT F1 To accept the screen entries and continue A SHIFT DEL F4 CONT To delete all licence keys on CSO9 Field Description of Field Method e The method used to input the licence key to ac
55. lines are exported Areas Defines if areas are exported TPS measurements Defines if TPS observations are exported GPS measurements Defines if GPS observations are exported Codes Defines if point codes line codes and area codes are exported Free Codes Defines if the free code the free code description the free code group and the free code attributes are exported to the LandXML file associated to each exported point FILT F4 to set the sort and filter settings for export Accesses EXPORT Sorts amp Filters GSO9 Converting Data Copy Export Import 98 Step Description EXPORT Sorts amp Filters Points page Sort The order in which points lines and areas are exported Filter Defines which points are exported PAGE F6 changes to the Lines or Areas page The setting for Filter on these pages defines which lines or areas are exported CONT F1 leads back to EXPORT Configuration Export page PAGE F6 changes to the LandXML page Dimensions Defines the dimension 2D 3D or the exported entities LandXML version Defines the LandXML version of the exported file Supported LandXML versions 1 0 1 1 CONT F1 leads back to EXPORT Export LandXML from Job CONT F1 exports the data Message Do not remove CF Card 9 Information message Are more data to be exported If yes continue with step 10 If no continue with step 11 10 YES F6 Repeat steps 2 to 8 ll
56. page on the screen GSO9 Understanding HOT Keys USER key STATUS Key 212 29 3 3 Description The General page The Device Page Status Real Time Data Input This screen shows information related to real time data for example the data link Softkey Description of Softkey CONT F1 To return to the Main Menu screen DATA F4 To view the data being received PAGE F6 To change to another page on the screen Field Description of Field R Time Data The received real time data format message type GPS Used L1 L2 GLO Used L1 L2 The number of satellites on L1 and L2 being used in the current posi tion solution Available for GS09 when GLONASS Yes is configured in CONFIGURE Satellite Settings The number of satellites on L1 and L2 being used in the current position solution Last Received In Last Minute Seconds since the last message from the reference was received The percentage of real time data received from the reference compared with the data received from the GPS antenna within the last minute This indicates how well the data link is working Ref Network The type of reference network in use Softkey Description of Softkey CONT F1 To return to the Main Menu screen PAGE F6 To change to another page on the screen GSO9 Understanding HOT Keys USER key STATUS Key 213 Field Name Description of Field The name of the radio Type T
57. selected Job Cannot be edited for Use Auto CrdSys Yes configured in CONFIGURE Additional Rover Settings Choicelist No codes are stored in the selected Job Output Codes have already been stored in the selected Job 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 GSO9 Working with Setup Reference 308 GSO9 Working with Setup Reference 309 34 3 Using the Program Step 1 10 31 selecting the antenna SETUP REF ES T Antenna ID Address 12T30fde36 Device 164005 GS09 CONT F1 To accept the screen entries and continue SRCH F4 To search for all available Bluetooth devices If more than one Bluetooth device is found a list of available devices Is at CONT SRCH CT provided Field Description of Field Antenna Antennas in the CSO9 System RAM ID Address The type of antenna to be used This is fixed Device The ID address of the GSO9 to be used This is fixed GSO9 Working with Setup Reference 310 Step 2 10 17 dy 7 setting the CONFIGURE Al g A radio channel Radio Channel Radio Type Satelline JAS Channel aT Actual Freq 433 8000 MHz CONT F1 To accept the screen entries and continue aft SCAN F5 CONT SCAN To scan for the radio at the reference
58. skipped Select the number of header lines CONF F2 defines the format of the data to be imported 5 IMPORT Define ASCII Import Delimiter The separator between the import variables Multi Spaces Available for Delimiter Space Multi Spaces No for space delimited data having one space between the variables Multi Spaces Yes for space delim ited data having multi spaces between the variables No Lines Pt Available for Delimiter Line Feed The number of lines used to describe each point Select the delimiter and the positions of the particular variables DEFLT F5 recalls the default ASCII import settings CONT F1 leads back to IMPORT Import ASCII GSI Data to Job GS09 Converting Data Copy Export Import 102 Step Description CONT F1 imports the data Information message Are more data to be imported e If yes continue with step 9 e lf no continue with step 10 YES F6 Repeat steps 3 to 8 10 NO F4 returns to the GSO9 Main Menu Import data in GSI Step Description format step by step At least one ASCII file in GSI format with the file extension gsi is stored in the GSI directory of the CF card 10 71 Bo EH ei a Import ASCII GSI Data IMPORT Import ASCII GSI Data to Job Import GSI Data From File All files with extension gsi in the GSI directory of the CF card can be selected To Job Choosing a job as destination for import m
59. stake points select Stakeout Task Points Only and press CONT F1 to stake a DTM select Stakeout Task DTM Only select a DTM Job press CONT F1 GSO9 Working with Stakeout 318 35 3 Staking the Points Description The stakeout elements are a horizontal distance forwards backwards a horizontal distance right left and a cut fill The values are calculated from the current position to the point to be staked Diagram The diagram shows an example for stake out in orthogonal mode with Orientate To North PO Current position P1 Point to be staked dl FORW or BACK d2 RGHT or LEFT d3 FILL or CUT GS09_TR_009 GS09 Working with Stakeout 319 Staking 17 46 57 p R the points STAKEOUT 77 z s7 dAl z p Orthogonal Stakeout x poo gE N hA 2 0000 BACK 0 0001 m LEFT 0 0018 m CUT 1 5909 m D Ht 482 2206 m DCO 0 0111 m a it OCUPY NEAR REVRS PAGE GSO9 Working with Stakeout stake Ma OCUPY F1 To start measuring the point being staked The position mode icon changes to the Static icon F1 changes to STOP The difference between the current position and the point being staked Is still displayed STOP F1 To end measuring the point being staked When Auto STOP Yes in CONFIGURE Point Occupation Settings the measurement ends automatically as defined by the stop criteria The position mode icon changes to the moving icon F1 changes to STORE After ending
60. the survey elements which allows for a better overall understanding of how the data being used and measured relates to each other e Depending on the application program and where in the application program MapView Is accessed from different modes and their associated functionality are available e The displayed data in all modes of MapView can be shifted by using both the arrow keys and the touchscreen MapView modes MapView Is available in three modes Map mode Plot mode Survey mode Available as the Map page in data management and some applica tion programs Is also available within some application programs for example the Reference Line application program Can be used to view select and edit points lines and areas Available as the Plot page in some application programs Is available to view results in various application programs For example COGO application program Available as the Map page in Survey Stakeout and some other appli cation programs Same as Map mode but also shows the positions of the reference Stations and the rover Provides special functionality when staking out points Can be used to select lines and areas GSO9 Understanding MapView 197 Displayable data The data displayed in MapView is defined by the application program through which it was accessed and the selections made in a MapView Configuration screen Accessing MapView The MapView interactive display feature is a
61. the article ian CONT number Field Description of Field Est Pos Qity The estimated value for the position quality assigned to all calculated COGO points which is used for the averaging calculation Est Ht Qity The estimated value for the height quality assigned to all calculated heights which is used for the averaging calculation GSO9 Working with COGO 242 31 31 1 Description Transformations Working with Determine Coord System An Overview of the Program e GPS measured points are always stored based on the global geocentric datum known as WGS 1984 Most surveys require coordinates in a local grid system for example based ona 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 transfor mation used to convert coordinates from the WGS 1984 datum to the local datum e 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 A transformation is the process of converting coords from one geodetic datum to another Transformation requirements e Transformation parameters e In some cases a local ellipsoid e In some cases a map projection e In some cases a geoid model Transformatio
62. the point ID and for points of Class CTRL and Class EST also the coordinates Other point related data is shown in output fields CS gt Points of Class REF cannot be renamed CS gt Changing the point ID for a point of any class applies this new point ID to all other points with the same original name regardless of class MORE F5 displays information about class sub class 3D coordinate quality time and date of when point was stored the instrument source and the source COORD F2 to view other coordinate types GSO9 Managing Creating Editing Points Data Lines Areas 24 Step Description SHIFT ELL H F2 or SHIFT ORTH F2 Available for local coordinates Change between the option to enter an ellipsoidal or an orthometric height Changing the height type does not edit the point Is Class MEAS e If yes continue with step 5 e lf no continue with step 7 The edited point is Class MEAS PAGE F6 changes to the Obs page MANAGE Edit Point Point ID ODs page For GPS points The name of the real time reference station from where the GPS point was meas ured the name of antenna used to measure the point and the baseline values are shown in output fields For TPS points The name of the station from where the point was measured Is shown in an output field MORE F5 Available for TPS points Displays the horizontal angle or the azimuth from the point to the instrument
63. the second known point To type in coordinates for a known point open the choicelist Press NEW F2 to create a new point The direction from the first known point to the second known point The horizontal distance between the two known points The height difference between the two known points Slope Dist The slope distance between the two known points Grade The grade between the two known points A Easting A Northing The difference in Easting between the two known points The difference in Northing between the two known points GSO9 Working with COGO 229 30 4 Starting Diagram of intersection method 1 Bearing Bearing Calculating with Bearing Bearing GSO9 Working with COGO Calculating with Intersections Refer to section 30 2 Starting the Program to select the Intersections menu option He thod 1st Point PT 1 4p Azimuth 105 0000 g 2nd Point PT 2 af Azimuth 195 0000 g aft CALC PAGE Known PO First known point P1 Second known point al Direction from PO to P2 a2 Direction from P1 to P2 Unknown P2 COGO point intersection point Step 2 at the results Point T Easting 208 5425 m Northing 91 4575 m Orthe Ht 100 0000 m a STORE COORD STAKE PAGE 230 Starting Diagram of intersection method 2 Bearing Distance Calculating with Bearing Distance GSO9 Working with COGO Refer to section 30 2 Starting the
64. their size To get into the folders highlight the folder and ENTER Field to Office Transfer Field Office File Name UPLD F1 LConvert To copy the file or folder to its corre iData sponding directory on the ftp server Files dbg or folders bigger than 100 KB are zipped DBX before sending Down load UNZIP F2 a if To unzip a file in the download directory E UPLD UNZIP IMPRT PAG Available if a zip file is highlighted GSO9 Using the Tools Field to Office 188 IMPRT F3 To move a file from the Download folder to the appropriate directory folder based on Its file extension type Available in the Download folder when a file is highlighted Unavailable for unrecog nised files in the Download folder These must stay in the Download folder SHIFT QUIT F6 To return to GSO9 Main Menu and discon nect automatically from the FTP server The next step PAGE F6 changes to the FTP page TOOLS The files located on the FTP server are displayed Field to Office Whenever switching to this page a refresh action is done or it reconnects to the server if Transfer the connection to the server was disconnected Office page The most important keys are explained GSO9 Using the Tools Field to Office 189 Field to Office Transfer Fieid office File Name See DWNLD F1 To download the highlighted file or folder Code ists list on the FTP server to the local download Jobs folder
65. 0 fy 5 9 SS a CONFIGURE a ca WA Fs m x Point Occupation Settings Auto STOP LEE Auto STORE No af CONT F1 To accept the screen entries and continue PARAM F3 To configure the time interval after which a point occupation can be stopped automat att CONT PARAH ically Field Description of Field Auto STOP e Yes or No Stops the measurements automatically when the parameter defined reaches 100 Auto STORE e Yes or No Stores points automatically after stopping the point occupation GS09 Configuring the Point Occupation Settings 121 Configuring 17 31 auto stop parameters CONFIGURE Fi see wat a F J Real Time Stop SEE Auto STOP RIndicator based on Pos Quality Ht Quality For a min number of positions Positions Position Update Mm 0 070 m 5 0 20 att CONT F1 CONT To accept the screen entries and continue Field Description of Field Pos Quality Ht Quality Sets the maximum position qualities for each point occupation Calculating the qualities starts when OCUPY F1 is pressed The CSO9 stops measuring when the position and height qualities are both less than the configured values Sets the maximum height qualities for each point occupation Calcu lating the qualities starts when OCUPY F1 is pressed The CSO9 stops measuring when the position and height qualities are both less than the configured values
66. 4 To return the chainage value to the begin ning of the project SHIFT EOP F5 To send the chainage value to the end of project Description of Field Line Name Output The name of the selected polyline GSO9 Working with Reference Line 295 Field Description of Field Strt Chainage Output The beginning chainage of the line KE The start chainage can be edited from REFLINE Choose Poly line with EDIT F2 Length Output The length of the line End Chainage Output The chainage of the end of the line Chainage User input The chainage to be staked initially Any chainage can be entered Offset User input The distance to stake off the line Any value between 2000 m and 2000 m can be entered Vert Shift User input To shift the line vertically The best example of the use of this feature is a situation where all grades of the line are finish grade but the stakes are set referenced to sub grade Chainage Inc User input The interval at which chainages will be staked Incre menting begins from Chainage set above GSO9 Working with Reference Line 296 Step 3 Staking the points Stake page The explanations for the softkeys given below are valid for all pages 18 25 7 o A y OCUPY F1 REFLIWE a 4 yal pes To start measuring the point being staked The position mode icon changes to the Static icon F1 changes to STOP STOP F1 To e
67. 55 Field Description of Fields for the Height page Slope in Y Tilt of the transformation in the Y direction Height Shift Shift in height between WGS 1984 datum and local datum Step 5 17 15 774598 A storing the results DET C SYS 4 G 9 gal T A coord system l STORE F1 Transfrm Type Ones tep To store the coordinate system Stores the Hatched Pts 3 coordinate system to the DB X and Largest Residuals attaches it to the WGS84 Pts Job selected Easting 0 050 m at the beginning replacing any coordinate Northing 0 066 m system attached to this job WGS84 Pts Job Height 0 000 m becomes the active job At PAGE F6 STORE PAGE To store the coordinate system Field Description of Fields for the Summary page Name The name of the coordinate system can be changed The name may be up to 16 characters in length and may include spaces Transfrm Type The type of transformation used Matched Pts Number of matched points as defined in step 3 Easting Northing Largest Easting Norhting Height residual from the transformation or Height calculation GSO9 Working with Determine Coord System 256 Field Residuals Geoid Model Description of Fields for the Coord System page e None 1 Distance or Multiquadratic The method by which the residuals of the control points will be distributed throughout the transformation area e Name of geoid model used as defin
68. 9 31 6 Configuring the Program 267 32 Working with GPS Resection 268 32 1 An Overview of the Program 268 32 2 Starting the Program 269 32 3 Using the Program 270 33 Working with Reference Line 274 3321 An Overview of the Program 274 332 Starting the Program 276 33 3 Measuring to a Reference Line Arc 280 33 4 Staking to a Reference Line Arc 285 33 5 Staking to a Polyline 291 33 6 Configuring the Program 302 34 Working with Setup Reference 307 34 1 An Overview of the Program 307 34 2 Starting the Program 308 34 3 Using the Program 310 35 Working with Stakeout 314 35 1 An Overview of the Program 314 35 2 Starting the Program 316 35 5 Staking the Points 319 35 4 Staking the Digital Terrain Model DTM 323 35 5 Understanding the Stakeout Icons in MapView 326 35 6 Configuring the Program 328 8 GSO9 Table of Contents 36 Working with Survey 332 36 1 Starting the Program 332 36 2 Surveying the Points 334 36 3 Surveying the Auto Points 337 36 4 Configuring the Program SmartCodes 339 36 5 Configuring the Program Setting the Logging Method 341 36 6 Configuring the Program Setting the Display Mask 343 37 Working with Survey Hidden points 345 3 Fe Overview 345 37 2 Starting the Program 348 37 3 Measuring Hidden Points 349 37 4 Computing an Azimuth 356 37 4 1 Using the Sun 356 37 4 2 Using Auxiliary Point 358 37 5 Computing Horizontal Distances from Slope Distances 360 37 6 Configuring the Pro
69. 95 From Data LOS oran 35 GEgld MOGE ean a a 85 JOD aao AEE E 12 Matched POINTS eiriaa aa 252 POI spann ena A 18 19 PEO e OT NNER 78 Iranstorma tION aerie Eaa a 71 Delete point from Resection ccceeeeeeeeseeeeeeeeeeeeaeees 271 Directory structure of memory device s sssnsnsennnnn 370 Distribution Residuals throughout transformation area 267 IVINS e heat ek aas ate Geaeee seat anteciatates 339 341 Double Stereographic projection ccceceeceeeeceeeeeeees 80 DTM layer select ccecceceececeeceeeeceeceeseceeseeeeeeeaesetees 318 LOS asa ahaa eaten ant ted at eat eak eae catie a eee eee 101 EXPOME TON Mal saiti 93 DXF file Directory for import export to from Job 6 370 E Edit ATO aaa E an se eee 31 COGGIG E eaaa AAR 50 Coordinate system ccecceceececeeceeceeeeceeseceeceeeeeeees 248 JODA o ae E A aeaaasanas aarerata 15 LIE ar EEO 31 POIT Sainn A 24 Eleva Onm SK aces ety anes a aa ATN 156 Ellipsoid 379 GS09 Index CREA Cea iid heidi aoc na aoneteicneneaatte ts 76 Bice de erage unten ean ate eaten twee e Cece rete tee an emcenre Nerie ire nats 75 a Kee eee EE se erect ce tie eee ee ete eee ee RE 76 Recall deleted default ccccccccecseceeseceeeeeeeeeeseees 75 Ellipsoid Management ACCESS ecceceeceeeeceeseeeeseeeess 74 EIMPSOl Gal MCI sarisin Eaa 88 ED SOI GIS watii atata ad cnt S a pia 74 INI ALC arine Gan thet race cae occa cee tana a aa 32 ENG UM
70. Caster Contact the NTRIP administrator for information SRCE F5 to access CONFIGURE NTRIP Source Table GSO9 Configuring NTRIP via Internet CONFIGURE NTRIP Source Table All MountPoints are listed MountPoints are the NTRIP servers sending out real time data This screen consists of two columns 152 Step Description e First column MountPoint The abbreviations for the MountPoints e Second column Identifier The city where the MountPoint is located Highlight a MountPoint about which more information is required This infor mation helps to configure the receiver to use the selected MountPoint as a reference 9 INFO F3 to access CONFIGURE MountPoint XX 10 CONFIGURE MountPoint XX General page Format The real time data format sent out by the MountPoint FormatDet Details about Format for example the RTCM message types including update rates in seconds displayed in brackets Authentic The type of password protection required for the authorisation to the NTRIP Server Authentic None If no password Is required Authentic Basic if the password need not be encrypted Authentic Digest if the password must be encrypted NMEA Indicates if the MountPoint must receive GGA NMEA data from the rover in order to compute VRS information Charges Indicates if charges are currently made for the connection Carrier The type of carrier message sent out System The type of satellite system supported
71. Configuring the Codes and their Attributes 108 8 Configuring the Coordinate Quality Control 110 9 Configuring the Display Mask 112 10 Configuring the HOT Keys and the USER Menu 115 11 Configuring the Instrument Identification 117 12 Configuring the Language 118 13 Configuring the Local Time Zone 120 14 Configuring the Point Occupation Settings 121 15 Configuring the Radio Channel 123 16 Configuring the Interfaces 125 16 1 Overview of Interfaces 125 16 2 Configuring of a Rover Real Time Interface 126 16 3 Configuring of GGA Message Sending for Reference Network Applications 139 16 4 Configuring of the Internet Interface 142 17 Configuring NTRIP via Internet 145 17 1 Overview 145 17 2 Configuring a Real Time Rover for Using NTRIP Service 148 17 2 1 Configuring an Access to the Internet 148 17 2 2 Configuring to Connect to a Server 150 17 2 3 Using the NTRIP Service with a Real Time Rover 152 GSO9 Table of Contents 18 Configuring the Satellite Settings 155 19 Configuring the Screen Display 157 20 Configuring the Units and Formats 161 21 Using the Tools Activating Licence Keys 168 22 Using the Tools Calculating with Calculator 171 22 1 Overview of Calculator 171 22 2 Using the Calculator in RPN Mode 172 22 3 Using the Calculator in Standard Mode 174 22 4 Description of Softkeys 176 22 5 Configuring the Calculator 180 23 Using the Tools Formatting Objects 182 24 Using the Tools Transferring Objects 183 25 Usi
72. Coordinate Quality is e computed on the rover for code solutions and phase fixed solutions e an indicator for the quality of the observations e an indicator for the current satellite constellation e an indicator for different environmental conditions e derived such that there is at least a two third probability that the computed position deviates from the true position by less than the CQ value e different from the standard deviation CQ versus standard deviation The standard deviation as CQ would often be too optimistic This is why the computation of the CQ in GSO9 is not simply based on the basic standard deviation algorithms For the standard deviation there is statistically a 39 3 probability in 2D that the computed position deviates from the true position by less than the standard deviation This is not enough for a reliable quality indicator This ts particularly true for low redundancy situations such as a constellation of four satel lites In such a case the RMS converges to zero and the standard deviation would show an unrealistically small value Computation GPS measurements GSO9 Managing Creating Editing Points Data Lines Areas 44 Unknowns gt like rover coordinates Least square adjustment Root Mean Square RMS Elements of cofactor matrix a posteriori of unit weight e Reflects the influence of the e Reflects all error sources such as different constellations of the diffraction multipath ionospher
73. EW F2 0005 HEAS To create a point reference REF EDIT F3 To edit the highlighted point aft DEL F4 CONT NEW EDIT DEL HORE PAGE To delete the highlighted point MORE F5 To display information about the codes if stored with any point the time and the date of when the point was stored the 3D coordinate quality the class and the flag for Linework PAGE F6 To change to another page on the screen SHIFT LOG F4 To view points lines areas and free codes stored with the job sorted by time SHIFT FILT F5 To define sort settings The explanations for the softkeys given below are valid for both pages The number in brackets next to the name of the page indicate the number of open lines areas Example Lines 2 Areas 2 means that two lines areas are open GSO9 Managing Creating Editing Points Data Lines Areas 18 Tai MANAGE ae ET ikilik EE nee 0 fareas oo ea on EL pen Sewer Line I PO CL of Road LINE11 arking Stripe No LINE10 Back of Curb No LINES Pavilion Slab No LINES Existing Sew Wo LINE arking Stripe o CONT NEW EDIT OPEN MORE SAGE Column Description of column CONT F1 To accept the screen entries and continue NEW F2 To create a line area After storing the new line all existing lines and areas which are open are closed EDIT F3 To edit the highlighted line area CLOSE F4 and OPEN F4 To change between the options in the Open column of the highlighted line ar
74. Elev Angle Elevation angle Km h kmh Mph mph or Knots kn The units shown for all velocity related fields m2 Int Acres Ai US Acres A Hectares ha fi or ft2 The units shown for all area related fields m fi ft or yd The units shown for all volume related fields Celsius C or Fahrenheit F The units shown for all temper ature related fields mbar mmHg Inch Hg inHg hPa or psi The units shown for all pressure related fields PSI pounds per square inch 163 Configuring the angle 17 28 CONFIGURE Direc Ref Direc Base CONT F1 To accept the screen entries and continue aft PAGE F6 CONT PAGE To change to the next page on the screen Field Description of Field Direc Ref e North Azimuth South Azimuth North Anticlock or Bearing Sets the reference direction as well as the direction from where and how azimuths are computed For Direc Ref Bearing the azimuth bearing fields in other screens are called Bearing NE SW SE and NW indicate the quadrant of the bearing GSO9 Configuring the Units and Formats 164 Field Description of Field GSO9_TR_O17 e For all other options the azimuth bearing fields in other screens are called Azimuth Direc Base e True or Magnetic Sets the North direction Available for Direc Base Magnetic The value for the magnetic declination It is considered when computing or using any azimuth value
75. Field Task The task for calculating the COGO point Start Point The point ID of the start point of the known line End Point The point ID of the end point of the known line Offset Point The point ID of the offset point to the known line ALine Grid The horizontal distance from the start point to the base point Offset Grid The offset distance from the base point to the offset point 237 30 6 Starting Diagram of arc calculations method 1 Calc Arc Center Calculating with Calc Arc Center GSO9 Working with COGO Calculating with Arcs Refer to section 30 2 Starting the Program to select the Arc Calculations menu option Pl PO P2 GS09_TR_023 Known P1 Start Point P2 Second Point P3 End Point Unknown P4 COGO point arc center Step 1 inputting the data Task Start Point Second Point End Point att CALC PAGE Step 2 storing staking the results 18 10 et 8 COG ee gal os a Center of Arc Results X Result Code PTot Point ID 4 Easting 150 0000 m Northing 150 0000 m Orthe Ht 100 0000 m Are Radius 70 7107 m Arc Length 333 2162 m a STORE COORD STAKE PAGE 238 Starting Diagram of arc calculations method 2 Calc Offset Point Calculating with Calc Offset Point GSO9 Working with COGO Refer to section 30 2 Starting the Program to select the Arc Calculations menu option GSO9_TR_022 Known P1 St
76. GS 1984 or a local coor dinate system or output via NMEA The filter defaults are best suited for high dynamic vari ations in height up to 1 m s as carried out by graders Height Smoothing with high dynamic GPS operations All GPS computed positions are almost twice as accurate in plan than in height For the posi tion determination satellites can appear in all four quadrants For the height determination satellites can appear in two quadrants This weakens the height position compared to the plan position GSO9_TR_010 Position determination with satellites Height determination with satellites appearing in all four quadrants appearing in two quadrants GSO9 Configuring the Interfaces 137 In high dynamic GPS operations this fact results in height variations of a few centimetres as shown in the blue curve in the diagram below Some GPS monitoring applications require a stabilised height By applying the filter the height variations are smoothed and most of the noise in the height component is eliminated a Height 20 40 60 80 100 120 EQ b Height variations sec c Smoothed height GSO9 Configuring the Interfaces 138 16 3 Description Configuring Send GGA NMEA Configuring of GGA Message Sending for Reference Network Applica tions Most reference networks require an approximate position of the rover For reference network applications a rover dials into the reference network and submits its approximate
77. Ht Output Displays the difference between the height of the current position and the height to be staked Ht The orthometric height of the current position 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 Step 4 This page shows a live version of more information regarding the staked point eraine the points Field Description of Field Details page Design Sta User input Current chainage to be staked Editable Design Offset User input Current offset being staked Editable GS09 Working with Reference Line 299 Field Description of Field Design Ht User input The design height which is the orthometric height of the point to be staked 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 Step 5 ean fy a O a Results REFLINE a Ga gal Results BOP os General C Point Id Code lt None gt afr Heas Chainage 1020 400 m Heas Offset 5008 400 n CONT F1 Design Ht 0 000 m To return to REFLINE Stakeout Heas Ht 1 250 m ELEV F3 To add a vertical offset to the design height and to display the new height a PAGE F6 STORE PAGE To change to another page o
78. ID are listed sorted by time The settings in the Use column can be edited t5 STORE F1 stores the changes and returns to MANAGE Data Job Name CS gt An edited point retains the creation value for Time K Changing coordinates of a point which has been previously used in other application programs for example COGO does not update the application results It may happen that a point with the same point ID exists in the Job In that case a new point ID has to be typed in GSO9 Managing Creating Editing Points Data Lines Areas 27 2 4 Description Se ee Access step by step Creating a new line step by step Creating a New Line Area A line area consists of points and can be created edited in MANAGE Data Job Name The individual points are measured within any application program Points can be simultaneously assigned to one or more lines and or areas A line area can have e a style for display in MapView e a code independent of the point code of the points comprising the line area Points are assigned to a line area when the line area is open Refer to 2 1 Accessing Data Management for information on how to open a line area The functionality of all screens and fields are similar for the creation of both lines and areas The step by step instructions for creating a new line can be applied for areas Step Description l 10 21 I A si wa csog G F Main Menu 2 In MANAGE J
79. IE teehee desea asageaw av e e uae tataly 32 Be LIAS Saas eet a a eee eee nn ema ae as 39 Exceeded limit Coordinate quality ccceceececeeceeceseeseeseseeseeeeeeees 110 Height Reference LING cccececcecceceeseeeeeeeeeeeeeees 304 330 Position Reference LING cccececceececeeseeeeseeeeeeeeess 304 330 Expiry date software maintenance cceeceeeee eee eees 221 EX DOM TONM AU oiana e TT 93 F Field file EES re ee een ae ene renee 87 CONG EEE E A TETT 83 T EE A A A A AA E ETT 18 19 FITER acoder datacenters ean ete be Rda sa COO KORE 36 FITE SVIMDON riiin nunc aSk RREA wba uaunduodnanenatatans 37 Firmware file directory ccecceceeceeeeceeseceeseeeeeeeeeees 371 Firmware WETSION saeceaucwsdetewediceatincienabirctitactendtnndietaad 221 Format EX DOIE rere er reer oer ner Mena nan ane nny AASAD 93 GSO9 Index MDOT E Soinia naain teat te Ses en eee aera 100 Format file OFE OMN eeii E 370 EXPO AS Cll sergia AAE 93 Freecol onein a bare 57 58 DEICTE aoii 35 G ST MG aoea 83 GCOMG MAGN nshctatanatcieieistateins ctuacixauiaacindet ohetwbiedesnuauils 83 DIRCCQOA ceia 370 Geld MOUE aeaa ciuacixauisaciutstetcbubiedieomaions 83 Create Om CF CId annaa a 86 DEIGEN 85 DESCHID UON cerere EEE 88 Management aCCESS sarisiisivinisisnn ienn ien inisin 84 ON oea N 85 Gold separa tlOTi s piiiin anata cae ae a 88 Geoid height above 2 ec cecceceececeeceececeeseceeceeseeeeeeeees 88 GNSS raw observat
80. Illum e Controls the screen illumination to be on off or on for the spec ified time after the last key was pressed or touch screen event e Off GSO9 Configuring the Screen Display 157 Field Description of Field Key Illum Always On On for 1 min 2 min 5 min Controls the keyboard illumination Off Same as Screen Always On Contrast From 0 to 100 Adjust the contrast level for the display with the right and left arrow key when the field is highlighted or using the supplied stylus on the slider Heating Automatic The screen heating comes on automatically at 5 C and shuts off again at 7 C Off The screen heating never comes on GSO9 Configuring the Screen Display 158 Configuring the beeps 17 18 zo Da a a CONFIGURE TT vi ua os j z x Beeps lext sd Warning Beeps Key Beeps offf CONT F1 To accept the screen entries and continue af PAGE F6 CONT PAGE To change to the next page on the screen Field Description of Field Warning Beeps e Off Soft Loud Controls the beeps for acoustic warning signals Key Beeps e Off Soft Loud Controls the beeps upon key presses on CSO9 GSO9 Configuring the Screen Display 159 Configuring the text 17 18 Se E CONFIGURE Y s3 Al is m Display Beeps Text x Deflt cNum Rtas eel te 4 CONT F1 To accept the screen entries and cont
81. Info e Determines if certain information related to the current position are displayed on the lower left corner of the survey mode of MapView only visible in survey mode e None No information is displayed in the map e Point ID Point ID of the current position e Code Code of the current position e Attrib O1 User defined attribute e Attrib 02 User defined attribute e Attrib 03 User defined attribute e Attrib 04 User defined attribute e Attrib 05 User defined attribute e Quality 3D Current 3D coordinate quality of the computed position Show Path e Yes or No Displays the path of the rover as a dashed line GSO9 Understanding MapView 202 28 3 The softkeys MapView Components The Softkeys Softkey Description of Softkey DONE F2 To deactivate the focus tool Available in Map mode EDIT F3 To edit the highlighted point s parameters Available in Map mode in MANAGE Data Job Name Map page FOCUS F2 To activate the focus tool and select a point without using the touch screen Available in Map mode PAGE F6 To change to another page on this screen ZOOM F4 To zoom into the map K Pressing ESC stops the zooming process All keys become active again ZOOM F5 To zoom out of the map S Pressing ESC stops the zooming process All keys become active again SHIFT CENTR F4 To centre the screen around the point with the current focus or the focus tool if DONE F2 i
82. L HORE View File File Name DEL F4 Available for a file being highlighted To delete the highlighted file GSO9 Using the Tools Viewing Data 194 MORE F5 To display information about the size of a directory or file Column Description OF Column File Name e Directories and files are displayed if available The file extension is shown for files e at the beginning of a line indicates a directory e 1S displayed at the top of the list if a directory has been accessed Data Time e Date and Time of the directory or file Size e Size The next step WHEN THEN quitting the screen accessing a directory viewing a file press ESC to return to the Main Menu screen highlight the directory and press DIR F2 highlight the file and press VIEW F3 GSO9 Using the Tools Viewing Data 195 Viewing the file 09 32 TOOLS View File local txt 309 549282 26 5248890 18 413 07 315 548314 88 5247659 36 419 72 402 550691 54 5247142 54 418 67 CONT F1 To continue a it cor Keys Function of Keys Moves up Moves down gt Moves right Moves left GSO9 Using the Tools Viewing Data 196 28 Understanding MapView 28 1 Overview of MapView Description e MapView is an interactive display feature embedded in the firmware but used by all appli cation programs as well as MANAGE Data MapView provides a graphical display of
83. Managing Creating Editing Points Data Lines Areas 34 EDIT F3 To edit the highlighted point or free code The functionality of editing a free code Is identical to the functionality of entering a free code during a Survey DEL F4 To delete the highlighted point or free code MORE F5 To display information about the type of data recorded the time and the date of when it was stored and the codes if stored with any object GSO9 Managing Creating Editing Points Data Lines Areas 35 2 7 Description Se ee Accessing Manage Sorts amp Filters step by step Managing point sorting Point Sorting and Filters The sort settings define the order of the objects in the active Job The filter settings define the objects to be viewed The stakeout filter settings define a filter for the Stakeout appli cation program for example to show points which are already staked or points that are still to be staked The sort setting is stored in the Job It is remembered after turning off the instrument When a Job becomes active then the sort and filter settings of this job are saved in the SystemRAM If the CompactFlash card is formatted then these last used sort and filter settings are used for the job Default Changing the active Job does influence the sort setting for the objects Step Description l 10 21 a i FA gt csog 2 G 7 l Main Menu In MANAGE Jobs highligh
84. N SPANISH CONT F1 To accept the screen entries and continue aft DEL F4 CONT DEL To delete the highlighted language Field Description of Field Language The languages available on CSO9 The selected language Is used for the system software If a language is not available for the system software the English language Is used instead Application programs run in the language they were loaded GSO9 Configuring the Language 118 GSO9 Configuring the Language 119 13 Configuring the Local Time Zone Description The settings on this screen help CSO9 to quickly locate and track satellites 10 21 oe 7 11 a Access o e ngg oe tS Main Henu Configuring 17 43 vo hy Ew ee CONFIGURE aca WA Local Time 17 12 25 Local Date z 06 03 06 af CONT F1 CONT To accept the screen entries and continue Field Description of Field Time Zone e From 13 00 to 13 00 The time zone for the current location and local date Local Time e Setting the local time supports a very fast satellite acquisition Local Date e Setting the local date supports a very fast satellite acquisition GSO9 Configuring the Local Time Zone 120 14 Description Access Configuring pt occupation settings Configuring the Point Occupation Settings The settings on this screen define the way In which points are occupied and recorded 10 71 ai fy E211 Be 13 4 C308 G 7 17 2
85. None For R Time Mode None the hidden point can be calculated in LGO A hidden point can be measured by e Bearing and distance e Chainage and offset e Double bearing e Backwards bearing and distance e Double distance Any magnetic declination configured for Mag Declin in CONFIGURE Units amp Formats Angle page is applied when the hidden points are computed The azimuth must be entered manu ally or it must be measured with a hidden point measurements device Heights are taken into account if configured Refer to 37 6 Configuring the Program for information on configuring height offsets e Thematical coding Available in HIDDEN PT Hidden Point Result after the calculation of a hidden point Thematical coding of hidden points is identical to coding of manually occupied points Refer to 3 Managing Creating Editing Codes Codelists for information on coding e Free coding Can be started while in HIDDEN PT Hidden Point Measurement The code and attributes of the last entered free code in the active job Is displayed It cannot be changed e Quick coding Not available An average is calculated for hidden points if a point of class MEAS already exists with the Same point ID Azimuth is used throughout this chapter This should always be considered to also mean Bearing GSO9 Working with Survey Hidden points 346 Auxiliary points Auxiliary points are used to compute azimuths required for the calculation of hidden point
86. O GSO9 Managing Creating Editing Coord Systems Description of Column Polar Stereographic Conformal azimuthal projection onto a plane The point of projection is on the surface of the ellipsoid diametrically opposite of the origin which is the centre of the projection Double Stereographic Conformal azimuthal projec tion onto a plane The point of projection is on the surface of the sphere diametrically opposite of the centre of the projection Rectified Skewed Orthomorphic This is a special type of Oblique Mercator projection 80 4 6 2 Access step by step Creating Editing a projection step by step GSO9 Managing Creating Editing Coord Systems Step ee Creating Editing a Projection Description Transformations with source RTCM cannot be edited Refer to The RTCM coordi nate system 10 2 ai fy 211 csog 13 G7 g 2 In MANAGE Coordinate Systems highlight a coordinate system to be edited 3 EDIT F3 to access MANAGE Edit Coordinate System 4 In MANAGE Edit Coordinate System highlight Projection 5 ENTER to access MANAGE Projections Step Description l In MANAGE Projections highlight a projection When creating a new projection a copy of this projection is taken for further configurations NEW F2 or EDIT F3 MANAGE New Projection or MANAGE Edit Projection Name A unique name for the new projection A name is mandatory and may be up to 16
87. Program to select the Intersections menu option GSO9_TR_O13 Known PO First known point P1 Second known point a Direction from PO to P2 r Radius as defined by the distance P1 to P2 Unknown P2 First COGO point intersection point P3 Second COGO point intersection point Step 1 acl a 17 42 LOGO Hethod ik 1st Point PT 1 4 Azimuth 105 0000 g 2nd Point PT 2 af HDist Grid 150 000 m aft CALC PAGE Step 2 ol el di results 17 83 L amp E N S COGO T T 8 Brng Dist ee x ES Point ID Easting 295 8140 m Northing 84 5891 m Ortho Ht 100 0000 m af STORE COORD STAKE PAGE 231 Starting Diagram of intersection method 3 Distance Distance Calculating with Distance Distance GSO9 Working with COGO Refer to section 30 2 Starting the Program to select the Intersections menu option GSO9_TR_014 Known PO First known point P1 Second known point rl Radius as defined by the distance PO to P2 r2 Radius as defined by the distance P1 to P2 Unknown P2 First COGO point intersection point P3 Second COGO point intersection point Intersection Input x Input Map O O Hethod Dist DistMG 1st Point PT4 f HDist Grid 150 000 m 2nd Point PT2 f HDist Grid 150 000 m aft CALC PAGE Step 2 storing staking the results 17 54 Cobo Dist Dist Results x Resulti
88. Pta Description of Field Choicelist The auxiliary point for the calculation of the azimuth All points from MANAGE Data Job Name can be selected Choicelist The location of the auxiliary point relative to the hidden point GSO9 Working with Survey Hidden points 359 37 5 Computing Horizontal Distances from Slope Distances Description The horizontal distance for a hidden point measurement can be computed using a slope distance and an elevation angle or percentage grade The slope distance and the elevation angle can either be typed in or measured with a hidden point measurement device Diagram 9 PO Pl d1 d2 GS09_TR_032 Known point Hidden point Slope distance Horizontal distance Elevation angle GSO9 Working with Survey Hidden points 360 Computing horizontal distances from slope distances Computing horizontal distances from slope distances step by step Tf 29 Elev Angle Grade Horiz Distance AHeight wy 1 fy re et ee a HIDDEN PT Y 7 ec UAL os w Slope Distance x Slope Distance 50 0000 y 100 0 1 414 m 1 414 m CONT F1 To access HIDDEN PT Hidden Point at CONT Measurement Field Description of Field Slope Distance User input Type in a distance from the known point to the hidden point Elev Angle User input Type in the elevation angle from the known point to the hidden point Grade H
89. R and CMR are compacted formats used to broad cast data for third party receivers RTCM v3 1 Use RTCM when rover units from a different manufac turer are to be used Message according to RTCM version 3 A new standard format for transmission of Global Navigation Satellite System correction infor mation Higher efficiency than RTCM v2 x Supports real time services with significantly reduced bandwidth Message types for real time GNSS operation e 1001 Ll only GPS real time observables e 1002 Extended L1l only GPS real time observables e 1003 L1 amp L2 GPS real time observables e 1004 Extended L1 amp L2 GPS real time observables 127 Field Description of Field 1005 Stationary real time reference station Antenna Reference Point 1006 Stationary real time reference station ARP with antenna height 1007 Antenna descriptor 1008 Antenna descriptor and serial number 1009 L1 only GLONASS real time observables 1010 Extended L1l only GLONASS real time observables 1011 L1 amp L2 GLONASS real time observables 1012 Extended L1 amp L2 GLONASS real time observables Network RTK Messages according to Master Auxiliary Concept 1014 Network Auxiliary Station Data message This message contains details of the reference stations in the network for example the master station and its coordinates and the coordinate differences between the master and its auxiliaries 1015 lonospheric Correction Differe
90. R key opens the User Menu screen which can be configured to contain the most used functions or programs e The USER key opens the User Menu screen Selecting an option in the User Menu screen carries out the assigned function or starts the assigned program e The User Menu screen cannot be accessed while in a CONFIGURE screen e This example shows how to assign the STATUS Satellites screen to the 1 key Step Description l 10 21 a amp 3 11 g C509 oy G eF Be 2 Using the choicelist assign STAT Satellite Status to the first line of the user menu Hot Keys amp User Menu x Hot Keys User Menu 1 STAT Satellite Status AUB 2 HGHT Data f 3 PROG Survey 4 3 Press CONT F1 to return to the Main Menu screen Press USER to access the user menu Press 1 to access the STATUS Satellites screen GSO9 Understanding HOT Keys USER key STATUS Key 208 29 3 29 3 1 Description Access step by step The Status Menu The STATUS Key The Status Menu The STATUS functions help using the receiver by showing the state of many receiver func tions All fields are output fields Unavailable information is indicated by Step Description l Press USER 2 Press STAT F3 from the User Menu screen samus ves aA Status Henu d satelite 2 al Time 3 jja ai 4 Battery 5 System 6 bed Ad CONT F1 CONT To select a status option and continue
91. SCII files to be imported CSCS field files Geoid field files The information is managed in the job database DB X and in the measurement database Application programs memory 8 MB System language Font files Application programs e Language files e Font files System RAM 1 MB e Codelists e Coordinate systems e Antenna files e Format files e CSCS models CSCS field files e Geoid models Geoid field files e Almanac 369 Appendix C Directory Structure of the Memory Device Description Directory structure CONFIG CONVERT 7 CSCS Z GEOID Download I GPS GSO9 Directory Structure of the Memory Device On the CF card files are stored in certain directories Codelists various files Configuration files filename xfg Format files filename frt ASCII files for import export to from job filename DXF files for import export to from Job filename dxtf Logfiles created from application programs Almanac file Almanac sys CSCS field files filename csc Geoid field files filename gem Job files various files GNSS raw observation files Coordinate system file Trfset dat Various files downloaded by Field to Office application Gare 370 x GPS T GSI SYSTEM Antenna file List ant GSI files filename gsi ASCII files for export from job filename Application program files filename a Firmware files filename fw
92. W F2 or EDIT F3 MANAGE New Code or MANAGE Edit Code Code A unique name for the new code The name may be up to 16 characters long and may include spaces Input required Code Desc A detailed description of the code This can be for example the Tull designation if Code is an abbreviation Input optional Code Type The use of the code On CSO9 point codes can be created Line and area code types can be displayed when editing a code from a System1200 codelist Linework Available for point codes Allows a new line area to be opened when ever the point code Is newly selected This functionality is also available when creating codelists with the LGO codelist Management Line Style Available for point codes or when editing a code from a System1200 codelist The style in which lines areas are represented in MapView and LGO NEW A F2 adds Attribute 1 as new input field for an attribute of attribute type normal and of value type text NAME F3 or VALUE F3 Available for attributes for which an attribute name can be typed in To highlight Attribute 1 or the field for the attribute value The name of Attribute l can be edited and the attribute value to be used as the default attribute value can be typed in GSO9 Managing Creating Editing Codes Codelists 53 Step Description Attributes of attribute type mandatory or fixed and of value type real or integer must be created in LGO Up to four attributes can be cr
93. ace Internet Port Clip on 4 Device IFR 300L IP Address Dynamic 4 User ID Bi a i ait CONT F1 CONT To accept the screen entries and continue GSO9 Configuring the Interfaces 142 Field Internet Description of Field Yes or No Activates the Internet interface Port IP Address Bluetooth x The Bluetooth port It is used when connecting to a mobile phone using the Bluetooth port Requires the purchase of the Bluetooth functionality option Clip on The clip on contacts It is used for CSO9 with GHT56 when a device is attached to the GHT56 Choicelist In order to get access to the Internet an IP address is required This IP address identifies the receiver in the Internet e Dynamic The IP address to get access to the Internet is provided by the network provider dynamically Each time a GSO9 receiver wants to access the Internet via the device a new IP address is assigned to the receiver When using GPRS to connect to the Internet then the network provider always dynamically assigns the IP address e Static The IP address to get access to the Internet is provided by the network provider permanently Each time GSO9 wants to access the Internet via the device the same IP address identifies the receiver This is important if GSO9 is used as a TCP IP server This option should only be selected if a static IP address Is available for the receiver Set IP Adr User input Available for IP Address S
94. agram 3 staking to an arc horizontally PO Start point P1 End point P2 Target point P3 Reference point dl Stake Offset d2 Along Arc GSO9_TR_022 Diagram 4 staking to an arc vertically PO Start point P1 End point P2 Target point P3 Reference point with Design Ht GS09_TR_005 GSO9 Working with Reference Line 286 Step 1 17 25 Entering the offsets REFLINE Point ID Along Line Stake Offset Design Ht cont J I I Field J y fo a Hari n F Enter Stake Offset Values x 0003 10 000 m 20 000 m 424 777 m CONT F1 To accept the screen entries and continue a SHIFT CONF F2 To configure the reference line arc Description of Field Point ID The point ID of the target point to be staked Stake Offset The offset from the reference point to the target point Along Line Available for Task Stake to Line Horizontal distance from the start point to the reference point along the reference line Along Arc Available for Task Stake to Arc Horizontal distance from the start point to the reference point along the reference arc Design Ht Allows input of the design height of the target point GSO9 Working with Reference Line 287 Step 2 Staking the points Tf 26 REFLINE OCcUPY REVRS A GSO9 Working with Reference Line OCUPY F1 To start measuring the point being staked
95. akes this Job the active job CONF F2 accesses IMPORT Define GSI Import For Switch WI81 WI82 Yes all WI 81 data normally Easting is imported as Northing and all WI 82 data normally Northing is imported as Easting This coordinate switch is necessary for left handed coordinate systems GSO9 Converting Data Copy Export Import 103 Step Description CONT F1 imports the data Information message Are more data to be imported e If yes continue with step 6 e lf no continue with step 7 YES F6 Repeat steps 3 to 5 NO F4 returns to the GSO9 Main Menu Import DXF data step Step Description by step At least one file in DXF format with the file extension dxf has to be stored in the DATA directory of the CF card 10 21 Ee ee ce pA E or Fe DXF Import DXF IMPORT Import DXF Data to Job From File All files with extension dxf in the DATA directory of the CF card can be selected To Job Choosing a job as destination for import makes this Job the active job CONF F2 accesses Configuration Block Prefix Optional prefix to imported blocks Point Prefix Optional prefix to imported points Line Prefix Optional prefix to imported lines GSO9 Converting Data Copy Export Import 104 Step Description File Units Choosing the unit for the DXF data to be imported Create Vertex Points Option if points will be cre
96. alculation method z Points of class NONE or points of class CTRL MEAS with a height only component cannot be displayed in MapView 0 A list of the point types available and their description is available by pressing SYMBL F3 in MapView Configuration Points page GSO9 Understanding MapView 206 29 Understanding HOT Keys USER key STATUS Key 29 1 The HOT Keys Description e Hot keys provide a shortcut for quickly and directly carrying out functions or starting programs Assigning functions and programs to hot keys Is user configurable Access e The hot keys are accessed by pressing F7 F8 F12 directly e Hot keys can be pressed at any time It is possible that a function or application program assigned to a hot key cannot be executed in certain situations Defining a hot key e This example shows how to assign the STATUS Satellites screen to the F7 key Step Description l 10 21 a 3241 csog G F step by step 4 Main Menu 2 Using the choicelist assign STAT Satellite Status to the F7 key Hot Keys amp User Henu x Hot Keys User Menuf Fir STAT Satellite Statuswh FS HGHT Data f Eq ETAT Gaetal lata Ctatie dit Press CONT F1 to return to the Main Menu screen Press F7 to access the STATUS Satellites screen GSO9 Understanding HOT Keys USER key STATUS Key 207 29 2 Description Access Defining the USER key step by step The USER Key e The USE
97. and Y F4 To recall the last X before recent calculation LEE F5 This softkey is blank GSO9 Using the Tools Calculating with Calculator 178 Softkey Description of Softkey CLEAR Press SHIFT at any level to access the second level of function keys F6 To delete everything Softkey Description of Softkey CONF DONE F2 To configure the calculator F4 To return to the Main Menu screen GSO9 Using the Tools Calculating with Calculator 179 22 5 Configuring the Calculator de ed Step Description Configuring Operatng Hode Angle Unit DEG 4 Display Dec 5 Decimals f Ad CONT F1 CONT To accept the screen entries and continue Field Description of Field Operatng Mode e RPN The principle of for example Hewlett Packard calculators e Standard The principle of conventional pocket calculators Angle Unit e The unit used for trigonometric functions in the calculator The selection here is independent from the angle setting in CONFIGURE Units amp Formats GSO9 Using the Tools Calculating with Calculator 180 Field Description of Field e DEG Degrees e RAD Radians e GRAD Gon Display Dec e From O Decimals to 10 Decimals The number of decimal places shown in TOOLS Calculator GSO9 Using the Tools Calculating with Calculator 181 23 Descriptio
98. anges to STORE STORE F1 To store the point information When Auto STORE Yes in CONFIGURE Point Occupation Settings the measured point is stored automatically F1 changes to OCUPY PAGE F6 To change to another page on the screen SHIFT CONF F2 To configure SmartCodes and auto points measurements Field Point ID Antenna Ht Description of Field The identifier for occupied points The antenna height 334 Surveying points using SmartCodes GSO9 Working with Survey Field Description of Field 3D CQ The current 3D coordinate quality of the computed position Wor a a SURVEY s7 as 8 OCUPY F1 To start measuring a point For Measure Point Yes in SURVEY Survey Job name SCode page tapping the code Dox with the supplied stylus automatically starts meas uring the point The highlighted code Is stored with the point STOP F1 To end measuring a point when enough aft OCcUPY CODES PAGE data is collected STORE F1 To store the point information CODES F3 To select a code from MANAGE Select Code panel and to assign it to the highlighted code Dox PAGE F6 To change to another page on the screen SHIFT CONF F2 To configure SmartCodes and auto points measurements 335 Measuring lines ares using Code Blocks step by step Code Block List of up to nine code boxes with assigned codes Step Description 1 Activate Show Info Line
99. application programs memory CSO9 or GSO9 Firmware Language Program Version GSO9 Using the Tools Uploading Software List of firmware files stored on the CF card K GSO9 must always be connected to CSO9 when uploading GSO9 firmware Connect GSO9 and CSO9 via cable Uploading the GSO9 firmware takes some time List of language files stored on the CF card K It is not possible to have more than three language files stored on the instrument English is always available as the default language and cannot be deleted List of program files stored on the CF card Version of the program file firmware file or language file 193 27 Description ee Access Viewing the directory Using the Tools Viewing Data Allows ASCII files on the CF card to be viewed The ASCII file can have a size of up to 500 KB Refer to Appendix C Directory Structure of the Memory Device for more information on the contents of folders on the memory device The DBX directory cannot be accessed to view files 10 21 TT amp Ett C509 13 G7 lo File Name CONT F1 To access a directory or to view a file DIR F2 Code Config l Convert Available for a directory or being high Data lighted To access the highlighted directory DEX or to move up one directory Gps VIEW F3 Gsi Available for a file being highlighted To a view the highlighted file Accesses TOOLS CONT DIK VIEW DE
100. ard If the PIN is locked for any reason for example the wrong PIN was entered input the Personal UnblocKing code for access to the PIN CONT F1 to return to GSO9 Main Menu APN Available for some devices The Access Point Name of a server from the network provider which allows access to data services Contact your provider to get the correct APN Mandatory for using GPRS 149 17 2 2 Requirements Configuring connect to a server GSO9 Configuring NTRIP via Internet Step l Configuring to Connect to a Server The configurations from the previous chapter must have been completed Refer to 17 2 1 Configuring an Access to the Internet Description 10 21 F nA 3 G7 4 F CONT F1 csog Highlight Real Time and EDIT F3 to access CONFIGURE Real Time Mode CONFIGURE Real Time Mode R Time Mode Rover R Time Data Select the type of data to be received from the Internet Port NETx CONT F1 to return to CONFIGURE Interfaces Highlight Real Time CTRL F4 to access CONFIGURE Set NET Port ty OTS CONFIGURE Set NET Port User Client Server The server to be accessed in the Internet Opening the choicelist accesses CONFIGURE Server to Connect where new servers can be created and existing servers can be selected or edited IP Address The stored IP address of the selected Server to be accessed In the Internet 150 Step Description Host The host name of
101. art Point P2 Second Point P3 End Point dl AArcDist Grid d2 AOffset Grid Unknown P4 COGO point offset point Step 1 all Zaki me iak Task Start Point Second Point End Point fArecDist Grid 50 000 m AQTfset Grid 5 000 m af CALC PAGE Step 2 storing staking ii results Ea E y COGO 7 oat 3 m Offset mal Result x Result Code P Tot FE Point ID Easting TENE m Northing 215 5094 m Ortho Ht 100 0000 m Are Radius 70 7107 m Arc Length 333 2162 m Offs Pt Brng 195 0158 g a tt STORE COORD STAKE PAGE 239 Starting Diagram of arc calculations method 3 Calc Base Point Calculating with Calc Base Point GSO9 Working with COGO Refer to section 30 2 Starting the Program to select the Arc Calculations menu option GSO9_TR_022 Known P1 Start Point P2 Second Point P3 End Point P5 Offset Point Unknown P4 COGO point base point Step 1 inputting the data Task Start Point Second Point End Point Offset Point PTS af aft CALC PAGE Step 2 storing staking i results 17 88 4 a7 COGO ae vat BOG Base Point Results x e Point ID Easting TATT m Northing 100 0000 m Ortho Ht 100 0000 m Offset Point 5 AArcDist Grid 222 1441 m AQTfset Grid 0 0000 nF a it STORE COORD STAKE PAGE 240 Description of all softkeys Description of all input
102. art point End point Measured point Reference point AOffset AArc Start point End point Measured point Reference point AOffset AArc 281 Diagram 4 measuring to an arc vertically Measuring the points GS09_TR_005 E E REFLINE Ref Line Point ID Antenna Ht AOTTset ALine AHt Design Design Ht 5G APerp Dist A 96 OCUPY PAGE GSO9 Working with Reference Line Start point End point Measured point Reference point with Design Ht AHt Design OCUPY F1 To start measuring the point The position mode icon changes to the static icon F1 changes to STOP The difference between the current position and the point being Staked Is still displayed STOP F1 To end measuring the point When Auto STOP Yes in CONFIGURE Point Occupation Settings the measurement ends automati cally as defined by the stop criteria The position mode icon changes to the moving icon F1 changes to STORE 282 STORE F1 To store the measured point When Auto STORE Yes in CONFIGURE Point Occupation Settings the measured point is stored automatically F1 changes to OCUPY PAGE F6 To change to another page on the screen SHIFT CONF F2 To configure the reference line arc Avail able for OCUPY F1 being displayed SHIFT QUIT F6 To exit Reference Line application program Field Point ID Antenna Ht AOffset ALine AArc GSO9 Working with Reference Line Descr
103. as 71 DESCHP ELON it candice atta tuton tthe bau banhuweuhnrelenadmie lee 243 PGE caaea lucene ata A AA A 72 Requirements ccceceeceececceceececeeseeseseeseeaes 243 247 Transformation management ACCESS cececeeeee eee eees 70 Transformation model cccceececeeeeceeeeceeseceeseeeeseees 73 Transformation parameters ccceceeeceeeeeeeeeeeeeneeeees 243 TWANSTORMGH ONS isms santneretatniacpinosiaap teasing atouniapatacen 70 Transverse Mercator projection ccccceceeceeeeceeeeeeeeeees 79 iT AGL SGT aiara a E T 38 Type in new attribute s n nenennnnnnnnnonsnnnnrnrernrsrsesreren 53 U Universal Transverse Mercator projection c0ceeeeee 79 Update Coordinate system ccccceceeceeeeceeeeeeeeeeeeeeaes 248 OWE Welie cialis aimee ane tee rat renee tart n ttn entree reer ent tent 79 V Various files Directory for Field to Office application 370 Versions of system firmware cccceeceeceeeeceeseeeeeeees 221 View CHO OIGMMOGEW gedai a a a natin 85 Points and free codes stored in JOD ccceeee eens 18 W WOS LIGA Renee ie tee See ete eR 65 Z POON sicticcicesotecaeaesasanceancie Weteteeee sure recneaecereseesetsaceors 203 SOTIKOV seoaren anaE EE EEEa 203 WINGO sopies AEAEE 205 ONN eist 160 GS09 Index 386 Total Quality Management Our commitment to total customer satisfaction 5 sz OLT i Leica Geosystems AG Heerbrugg Switzerland has been ce
104. asses for GLONASS sensors GNSS Code Only Direct coordinate determination with code solu GPS tion GNSS Fixed Direct coordinate determination with phase fixed GPS solution GNSS Float Direct coordinate determination with autonomous The source describes the application program or functionality that generated a coordinate triplet and the method with which it was created GSO9 Managing Creating Editing Points Data Lines Areas Source Originated from application program func Instrument tionality source ASCII File Convert Data Import ASCII GS Data to Job GPS or TPS 40 Arc Segmt Pt Backward Brg Dist Bearing Distance Chainage Offset COGO Area Divsn COGO Arc Calculation Segmentation GPS or TPS Hidden point measurements Backward Bearing GPS and Distance Hidden point measurements Bearing and GPS Distance Hidden point measurements Chainage and Offset GPS COGO Area Division Source Originated from application program func Instrument tionality source Arc Base Pt COGO Arc Calculation Base Point GPS or TPS Arc Centre Pt COGO Arc Calculation Centre Point GPS or TPS Arc Offset Pt COGO Arc Calculation Offset Point GPS or TPS GPS or TPS COGO Shift Rtn COGO Shift Rotate amp Scale Manual COGO Shift Rotate amp Scale Match Pts GPS or TPS COGO Traverse COGO Traverse GPS or TPS Copied Point Cross Section Double Bearing Double Dista
105. ated at vertices of the imported line arc polyline elements These points will be imported with class EST Convrt White Elements Option if white colored elements will be converted to black elements Exclude Height Height value inside the DXF file is considered Invalid and will not be converted CONT F1 leads back to DXF IMPORT Import DXF Data to Job CONT F1 imports the data Information message Are more data to be imported e If yes continue with step 6 e lf no continue with step 7 YES F6 Repeat steps 3 to 5 NO F4 returns to the GSO9 Main Menu GSO9 Converting Data Copy Export Import 105 6 Configuring the Antenna Description The settings on this screen define the antenna and the default height for the antenna 10 21 ee 1i ot Access sang ngg oe tS Main Henu Configuring 17 12 CONFIGURE a Antenna amp Antenna Heights X Antenna GS09 Pole 4 Default Ht ATT Vert Offset 0 000 n CONT F1 To accept the screen entries and continue Comm Bluetooth SRCH F4 ID Address O1didiet To search for all available Bluetooth devices If more than one Bluetooth device is found a list of available devices Is provided The user can then select from at CONT SRCH this list Field Description of Field Antenna e The antenna in the CSO9 System RAM Default Ht e The default antenna height during the use of the programs The ante
106. attery page The Memory page Status Battery Level and Memory Usage Softkey Description of Softkey CONT F1 To exit STATUS Satellites REF F5 To view the battery status of the reference PAGE F6 To change to another page on the screen Field Description of Field Any field The percentage of remaining power capacity for all batteries are displayed numerically Batteries not in use are shown in grey If no information for a field is available then is displayed Softkey Description of Softkey CONT F1 To return to the Main Menu screen REF F5 To view battery and memory information for the reference PAGE F6 To change to another page on the screen Field Description of Field Device Used The memory device in use Mem CF Card The total free memory for data storage on the CompactFlash card Mem Programs The total free system memory used for application programs Mem System The total free system memory The system memory stores e SO9 related files such as system settings e survey related files such as codelists GSO9 Understanding HOT Keys USER key STATUS Key 219 GSO9 Understanding HOT Keys USER key STATUS Key 220 29 3 6 The Instrument page The Firmware page The Application page Status System Information Shows the type of CSO9 the serial number the equipment number the ID of the receiver the currently active system language the serial number of the mea
107. auction vance N AAE NN TEREE ITTA 36 Eea ea E A A A E EE EE AEEA E T T 31 Orientate to Reference Line eceeceeeeceeeeeeeeeeees 303 Reference 221 3630 cc wandybrebaatnsaccce saiaamoniasenomnecsted as 274 SONNO iat Silents saan eae a a 36 Line style ING TING seirinin T A a a 29 HNE SIIC CONE manieri Ad 53 PCY Oi Ke eiae a a a a a aeeseeieaceada te 53 Local Dice errea a ee ee a a 120 POY A a e a a a aaa 120 Logfile DILECTO aaroo a E A 370 M MapView a E E A e ENILE sere errand eed ERS EE N bab el 198 COnN OLNE aeinn e e sian eee a 199 MOG snceseuhitatatats ones anced ckewieabuawbetaadawiaenunab easiest 197 INO TEA aROUN airaa cen tecater ate en ate eet 204 OVENI insite i es ad ht ek le ee 197 POMS VIMDOIS sores acatoren aana a a a a 206 Point with focus symbol s nte5c tin abes tue dedi indedeates 204 5 Gre S381 B Ga ee enn ee Ce a ee eee 204 STE NAOT aaa teats Osea nines mo mentees 204 SOKOS sapian i a a a 203 Sy DON FOVGK aiiora 204 TO Ob elle aaea a a 205 AVAA DOI OEA E A E EAA 204 MATCHI teteceaiha ina ireatratarnaentnnnseenteatateasaetaneaeiatsiwanigiees 252 271 Match points Determine Coordinate System ccccseeeeeeeseeeeeees 252 OG e ehcnatatataneiehomont ict amamsnatenaeenaeecarannaseeeeeeet 132 Mean Sea level height ccc cceccececceeeeceeeeeeeeeeeeseeeeeaeeees 88 MEAS GlaSS poipoia diaii diaii 39 Memory Directory structure ccceccececceceececeeceeceeeeseseeeesess 370 FORMO C sea 182 cll
108. automatically F1 changes to OCUPY PAGE F6 To change to another page on the screen SHIFT CONF F2 To configure the Stakeout application program Available for OCUPY F1 being displayed SHIFT QUIT F6 To exit Stakeout application program Avail able for OCUPY F1 being displayed 324 Field First field on the screen hA CUT FILL D Ht Description of Field The point ID of the point to be staked The default antenna height is suggested The changed antenna height is used until the application program Is exited The negative height differences from the current position to the equivalent point in the selected DTM Job is calculated and displayed To move down The positive height differences from the current position to the equivalent point in the selected DTM Job ts calculated and displayed To move up The design height which is the height of the DTM is displayed Changing the value for D Ht changes the values displayed for CUT and FILL 3DCQ Available for code and phase fixed solutions The current 3D coordi nate quality of the computed position PDOP Available for autonomous solutions or if no solution is available The current PDOP of the autonomous solution GSO9 Working with Stakeout 325 35 5 Description Elements of the graphical display Graphical display Understanding the Stakeout Icons in MapView A graphical display provides a guide to
109. ccessed through the application program itself Depending on the application program and from where in the application program MapView is accessed different MapView modes are available GSO9 Understanding MapView 198 28 2 Description Accessing step by step Configuring the Points page Configuring MapView e Allows options to be set which are used as default options within MapView These settings are stored within the configuration set and apply to all Map and Plot pages e Any changes made in a MapView Configuration screen affect the appearance of MapView in all application programs not just the active application program Step eee l 10 21 To j TB 0 rete EO ee a Job from the list of jobs and press DATA F5 Move to the Map page and press SHIFT CONF F2 16 14 MANAGE Show TP Display with Point Symbol Point ID Yes gt CONT F1 To accept the screen entries and continue SYMBL F3 To view all point symbols and their descrip tions att PAGE F6 CONT SYMBL PAGE To change to the next page on the screen GSO9 Understanding MapView 199 Field Description of Field Show Points e Yes or No Determines if points are displayed in MapView Point ID e Yes or No Available for Show Points Yes Determines if the ID of a point is displayed Configuring 18 416 the Lines amp Areas page MANAGE Hapi ew Config u rati on Points Lin
110. cessed for coordinate systems with source RTCM Refer to The RTCM coordinate system Step l Description 10 21 Y amp on csog 13 Gs i In MANAGE Coordinate Systems highlight a coordinate system to be edited EDIT F3 to access MANAGE Edit Coordinate System In MANAGE Edit Coordinate System highlight Projection 1 Nj WIN ENTER to access MANAGE Projections GSO9 Managing Creating Editing Coord Systems 77 Managing projections 17 44 MANAGE Czech and Slovak DK Bornholm DK Jylland DK 834 Bornholm DK 34 Jylland DK 534 Sjelland DK Sjelland CONT NEW EDIT DEL HORE a Column Type GSO9 Managing Creating Editing Coord Systems Customised Customised Customised Customised Customised Customised Customised Customised Listed are all projections stored in the data base DB X Any unavailable information is shown as CONT F1 To select a projection and continue NEW F2 To create a new projection EDIT F3 To edit the highlighted projection DEL F4 To delete the highlighted projection SHIFT SET D F4 Available unless a default projection is high lighted To turn the highlighted projection into a user defined default projection stored in the CSO9 SHIFT DEFLT F5 To recall the deleted default projections Description of Column The projection type Refer to standard surveying literature for details on projectio
111. characters long and may include spaces Type The projection type The setting for Type determines the availability of the subsequent fields for the parameters of the projection Enter a name 81 Step Description STORE F1 stores the projection and returns to MANAGE Projections GSO9 Managing Creating Editing Coord Systems 82 4 7 4 7 1 Use in the field Geoid field file Creating a geoid model on CSO9 Geoid Models Overview of Geoid Models For use on the CSO9 in the field geoid field files are created from the geoid model The geoid separations in a geoid field file may be used in the field to change between ellip soidal and orthometric heights Creation In LGO with export to the CF card of the CSO9 Extension gem Geoid models can be created on the CSO9 in one of two ways Geoid field fileon ___ reation Geoid model the CF card of CSO9 on the CSO9 Here the geoid field file is stored on the CF card of the CSO9 It is recommended for large geoid field files This method is explained in this chapter Geoid field file on aA System Creation Geoid model the CF card of CSO9 Menu Ti RAM on the CS09 Here the geoid field file is transferred to the System RAM and can be used at any time The total size of all files in the System RAM is restricted to 1 MB Refer to 24 Using the Tools Transferring Objects for information on how to transfer geoid
112. codes Job Job codelist The creating editing and managing of codelists is explained in this chapter GSO9 Managing Creating Editing Codes Codelists 47 In order to use a codelist on the CSO9 it must be transferred from the CF card to the System RAM Refer to 24 Using the Tools Transferring Objects GSO9 Managing Creating Editing Codes Codelists 48 3 2 Accessing Codelist Management 10 21 vy 11 wa gt Access amp a Ol Hain Menu Managing codelists 17 36 eer E MANAGE 7 cr BA Es i x lt Hone gt odelist name af CONT NEW EDIT DEL HORE Listed are all codelists stored in the System RAM CONT F1 To select a codelist and continue If this screen was accessed from a choicelist the codes from the highlighted codelist are copied to the active job NEW F2 To create a codelist EDIT F3 To edit the highlighted codelist DEL F4 To delete the highlighted codelist MORE F5 To display information about the creator and the date of when the codelist was created GSO9 Managing Creating Editing Codes Codelists 49 3 3 Creating Editing a Codelist Creating editing a t codelist step by step Ziek Description l 10 21 ag z1 pg e MANAGE Codelists NEW F2 or EDIT F3 MANAGE New Codelist or MANAGE Edit Codelist Name A unique name for the codelist The name may be up to 16 characters long and may include spaces Input required
113. ctive job Coord System e The coordinate system currently attached to the selected Job Codelist e This field is a choicelist when codes are not stored in the selected Job GSO9 Working with COGO 225 Field Description of Field e This is field is an output when codes have already been stored in the selected Job 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 manu ally then the name of the active job is displayed B selecting an option 2 Intersections 3 Line Calculations 4 Arc Calculations CONT F1 To select an option and continue a SHIFT CONF F2 CONT To configure the program Menu option Description of menu option Inverse To calculate the direction the distance and the 3D coordinate differ ences between two known points Points with full coordinate triplets position only points and height only points can be used Intersections To calculate the position of an intersection point using e Brng Brng bearings from two known points GSO9 Working with COGO 226 GSO9 Working with COGO Menu option Line Calculations Description of menu option e Brng Dist a bearing and a distance from two known points e Dist Dist distances from two known points e By Points four points To calculate the base point of the line using e Calc Bas
114. d Description of Field Z e Second stack After an operation the value from Y Is written here Y e First stack After an operation the value from X is written here X e The value for the next operation The next step Press SHIFT DONE F4 to return to the Main Menu screen GSO9 Using the Tools Calculating with Calculator 173 22 3 Using the Calculator in Standard Mode Calculator 17 417 kp er F E in Standard mode TOOLS g 6 9 bal T a Standard Calculator xX DEG J 0 00000 45 00000 0007 rz TUF SIN COS TAN ASIN ACOS ATAN Field First field on the screen The function keys F1 F6 are allocated seven Aff times Using A or the various allocations can be accessed Description of Field The unit used for trigonometric functions in the calculator as configured in TOOLS Calculator Configuration DEG Degrees RAD Radians GRAD Gon gt e The result of the sum or difference of values in the last field on the screen using F1 and F2 Third to sixth field on the screen Previously entered value or latest operation including result indicates that the value is cut after the third decimal GSO9 Using the Tools Calculating with Calculator 174 Field Description of Field Last field on the e The value for next operation or result from latest operation screen The next step Press SHIFT DONE F4 to return to the Main Menu screen
115. d for free codes Code Desc Output field for description of codes Code Desc free Output field for description of free codes Code Type Output field for the type of code GDOP Output field for current GDOP of the computed position HDOP Output field for current HDOP of the computed position Line Space Full Insert full line space Line Space Half Insert half line space Moving Ant Ht Input field for antenna height for moving obser vations PDOP Output field for current PDOP of the computed position Point ID Input field for point number Quality 1D Output field for current height coordinate quality of computed position Quality 2D Output field for current 2D coordinate quality of computed position 113 Field Description of Field e Quality 3D Output field for current 3D coordinate quality of computed position e RTK Positions Output field for number of positions recorded over the period of point occupation Appears in the display mask of real time rover configurations e Time at Point Output field for time from when the point is occu pied until point occupation Is stopped Appears in the display mask during the point occupation e VDOP Output field for current VDOP of the computed position GSO9 Configuring the Display Mask 114 10 Description Access Configuring the Hot Keys Configuring the HOT Keys and the USER Menu The settings on this screen assign a particula
116. d position 344 37 Working with Survey Hidden points 37 1 Overview Description Hidden points cannot be measured directly by GPS This is because they can not be physically reached or because satellites are obstructed for example by trees or tall buildings e A hidden point can be calculated by measuring distances and or azimuths to the hidden point e Additional auxiliary points may be manually occupied e Bearings may be computed from previously occupied points In contrast to the COGO application program hidden point measurements is more of a measuring application program than a calculation application program Example Application Completing a survey of telegraph poles for a telecom munication company Aim The telegraph poles must be surveyed to 0 3 m accu racy in plan but height is not of concern Use of hidden point measurements For poles surrounded by heavy undergrowth where it is not possible to directly measure the pole without taking a lot of time to cut a path through the under growth Ta Changing coordinates of a point which has been previously used in hidden point measure ments does not result in the hidden point being recomputed GSO9 Working with Survey Hidden points 345 Se Hidden point measure ment methods Magnetic declination Heights Coding of hidden points Averaging of hidden points ee Hidden point measurements are possible for R Time Mode Rover and R Time Mode
117. d using the height of the known WGS 1984 point Scale e Output The calculated scale factor When Method Known WGS84 Ht the following fields apply Known Height e User input The WGS 1984 height of a point can be typed in The scale factor is calculated using this height Scale GSO9 Working with Determine Coord System e Output The calculated scale factor 264 Field Description of Field When Method User Entered the following fields apply Scale e User Input Allows the scale factor to be typed in manually Step 6 17 30 a a a storing the results DET C EYS aa Step 6 Store ear System Name _ new coord system Shift dX 253215 9350 m Shift dY 764436 0450 m STORE F1 Rotation 0 00000 To store the coordinate system to the DB Scale 74 3342 ppm X attach the system to WGS84 Pts Job that Rot Orig X 0 0000 n a beginning and return to Rot Orig Y 0 0000 m SCALE F4 or PPM F4 To switch between Scale displaying the true af STORE SCALE scale and displaying the ppm Field Description of Field Name A unique name for the coordinate system The name may be up to 16 characters in length and may include spaces Shift dX Shift in X direction Shift dY Shift in Y direction Rotation Rotation of transformation Scale Scale factor of transformation Rot Orig X Position in the X direction of the origin of rotation
118. e hidden point Double Bearing The Dearings from the known points to the hidden point are to be determined Auxiliary points help compute the Dear ings which might not be known Auxiliary points may be measured in the direction from the known point to the hidden point 363 Field Description of Field Double Distance The distances from the known points to the hidden point are to be determined The location of the hidden point relative to the line between the two known points Is to be defined Chainage amp Offset The chainage from one known point along the line between the two known points must be determined The offset of the hidden point to the line between the two known points must be determined Back Brng amp Dist The distance and the bearing from the hidden point to the known point are to be determined An auxiliary point helps compute the bearing which might not be known An auxiliary point may be measured in the direction from the hidden point to the known point Est Pos Qity User input The estimated value for the position quality assigned to all calculated points which is used for the averaging calculation Compute Ht Yes or No To include the height in hidden point measurements Est Ht Qity User input The estimated value for the height quality assigned to all calculated heights which is used for the averaging calculation GSO9 Working with Survey Hidden points 364 App
119. e DXF file DXF Layer Defines the DXF Layer as Default Code Group Code Code Attri or Code Descr Attri PAGE F6 changes to the Labels page The settings on this page define which labels with information Point ID Coords Height and Pt Code for each point are exported Each label can be exported as separate layer or in the same layer as the point is exported For each label the colour can be defined and for user defined labels the DXF layer name can also be defined Additionally the decimals can be defined for the Coords and Height label CONT F1 leads back to EXPORT Export DXF from Job CONT F1 exports the data Information message Are more data to be exported If yes continue with step 7 If no continue with step 8 YES F6 Repeat steps 2 to 5 NO F4 returns to the GSO9 Main Menu GSO9 Converting Data Copy Export Import 97 Export data job to LandXML format step by step Step Description 10 21 a E ce i sos et er Eel Main Menu Export LandXML EXPORT Export LandXML from Job Job All jobs from Main Menu can be selected Coord System The coordinate system currently attached to the selected Job File name The name of the file to which the data should be exported The name is automatically suggested based on the job name to be exported and the exten sion dxf CONF F2 accesses Configuration Export page Points Defines if points are exported Lines Defines if
120. e Data CMR CMR e From O to 1023 For RTCM Version 1 x and RTCM Version 2 x 131 Field Description of Field From O to 4095 For R Time Data RTCM v3 1 Ref Network e Defines the type of reference network to be used Refer to Leica GNSS Spider documentation for more detailed descriptions None For R Time Data Leica and R Time Data CMR CMR Nearest For R Time Data Leica and R Time Data CMR CMR If this option is selected a NMEA GGA message can be activated using GGA F4 I MAX individualised Master AuXillary corrections The rover sends its position via NMEA GGA message to Leica GNSS Spider where the Master Auxillary corrections are calculated The corrections are also individualised by Leica GNSS Spider which means it determines the best suitable corrections for that rover The corrections are sent in Leica RTCM v2 3 or RTCM v3 1 with message types 1015 1016 If this option is selected a NMEA GGA message can be activated using GGA F4 MAX Master AuXiliary corrections The rover typically does not send its position to Leica GNSS Spider Leica GNSS Spider calculates and sends Master Auxiliary correc tions to the rover The rover individualises the corrections for its position which means It determines the best suitable corrections The corrections are sent in RTCM v3 1 with message types 1015 1016 If this option is selected a NMEA GGA message can be activated using GGA F4 GSO9 Configu
121. e Point two known points and an offset point To calculate the offset point of the line using e Calc Offset Point two known points that define the line a distance along the line and an offset Arc Calculations To calculate e Calc Arc Center the arc centre e Calc Base Point the base point of the arc e Calc Offset Point the offset point of the arc The arc can be defined using e three points Known must be also depending on the arc calculation method e an offset point 227 30 3 Starting Diagram Calculating with Inverse GSO9 Working with COGO Calculating with Inverse Refer to section 30 2 Starting the Program to select the Inverse menu option eP1 From To Azimuth a 200 0000 q HDist Grid f 5 400 m Height f 0 000 m Slope Dist 5 400 m Grade 1 Ohw a it STORE PAGE Known PO First known point P1 Second known point Unknown a Direction from PO to P1 dl Slope distance between PO and P1 d2 Horizontal distance between PO and P1 d3 Height difference between PO and P1 STORE F1 To store the result PAGE F6 To change to another page on the screen SHIFT CONF F2 To configure the program 228 Field From To Azimuth HDist Grid A Height Description of Field The point ID of the first known point To type in coordinates for a known point open the choicelist Press NEW F2 to create a new point The point ID of
122. e RM So aE eee a 372 Soldner Cassini projection 2 cceccecseceeceeeeceeeeeeeeeeeeeeenes 79 Sort settings GETING cccecceceeceeceeeeceeseeeeseeeeeeees 18 19 SOPIN asada ian ta sesastnoued na rsanoivsssanesetscatme traces steeteede tel iie 36 SOWING sz Sa tastetars oe eaten oreo eran earonnt eae ea teeeee eee tees 40 E e e EEEE EEI E O T TT EA PA ER E E E EE ERT 206 SCE a A A S tac tene as 134 Standard deviation ccceececcececcececeeeeceeceeceeeeeeneenenees 44 Standaard MOIE Girava an a a aa ana Taaa Ra a Tana Taia akai 171 Sli Gi be ETE E TY E IEI EI IER EI IEIR E IET AF 31 SAN E eE A AA T 31 SACD EAE EIEEE EE 209 Status OWECOmMTaNdS maaana aaa AAEE 221 SUID Gla SS AAAA Ee ie a i a E EE 39 Sun Azimuth computation ccccceceececeeceeeeceececeeseeaes 356 Sun orientate to Reference Line ssosssssoosssssorrereonrrererorrnnnrrrrnrerernne 302 GS09 Index Survey Haden Ponto orina a 345 Symbols for points in MAPVICW cecceeeeeeeeeeeeeeeeees 206 System file directory e sesenonenenererernrnrrrrrrsrsrnrsrrrrrnnne 371 System information status ceceeceeeec ees eeeeeeeneeeeeees 221 System language UDIOSG qae a 191 SYStEnNTRAM iienaa aa 369 COGS E aiaia A 62 DY E E T A EEEE EEE TT 182 T ON eea EET T het chek bk eaten 160 CPt Cal COG sered a tiantie whit cucu insite iuinnnan sean 57 Transformation GUC saaa ain salva i atta 72 OTS as iaae tics cl eiadided Sticks douutunbteaian T tw
123. e central meridian For example entering 25 N will be stored as 25 S entering 33 E will be stored as 33 W K NORTH F3 or SOUTH F3 Available for local geodetic or WGS 1984 geodetic coordinates when Local Lat or WGS 1984 Lat is highlighted Changes between North and South latitude K EAST F3 or WEST F3 Available for local geodetic or WGS 1984 geodetic coor dinates when Local Long or WGS 1984 Long is highlighted Changes between East and West longitude GSO9 Managing Creating Editing Points Data Lines Areas 21 Step Description SHIFT ELL H F2 or SHIFT ORTH F2 Available for local coordinates Changes between the ellipsoidal and the orthometric height PAGE F6 changes to the Code page MANAGE New Point Code page The setting for Thematc Codes in CONFIGURE Coding determines the availability of the subsequent fields and softkeys e For Thematc Codes With Codelist The codes from the job codelist are used Point Code All point codes of the job codelist can be selected The description of the code Is shown as an output field The attributes are shown as output input or choicelist fields depending on their definition e For Thematc Codes Without Codelist Codes for points can be typed in but not selected from a codelist Code The code to be stored with the point A check is performed to see If a point code of this name already exists in the job If so the according attribute
124. e for the new coordinate system The name may be up to 16 characters long and may include spaces Residuals Available for transformations with control points Manually entered transformations do not have control points The method by which residuals are distributed throughout the transformation area The transformation results become more realistic and any strain is dispersed in the transformation GSO9 Managing Creating Editing Coord Systems 68 Step Description Residuals 1 Distance 1 Distance2 and 1 Distance 2 distribute the residuals of the control points according to the distance between each control point and the newly transformed point Residuals Multiquadratic distributes the residuals using a multiquadratic inter polation approach Transform The type of transformation The transformation type determines the availability and the options of the subsequent fields Pre Transform Available for Twostep transformations from System1200 The name of a preliminary 3D transformation which is used together with the selected projection to obtain preliminary grid coordinates to be used for a final 2D transformation Ellipsoid Available unless projection Type Customised The local coordinates are based on this ellipsoid Projection The map projection Geoid Model The geoid model For coordinate systems to be edited with source RTCM only the geoid model in use can De changed Refer to The RTCM coordinate system
125. e lines arcs can be created from points stored as e WGS 1984 geodetic e Local grid Points must have full coordinate triplets Heights and positions are always considered Term Description of Term Reference point The term reference point 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 Target point The design point e For measuring to a reference line this is the point with the coor dinates of the current position and the designed or calculated height e For staking to a reference line this is the point to be staked Measured point The current position GSO9 Working with Reference Line 274 Defining a reference line arc ee Coordinate systems Direction of values A reference line is defined by two known points A reference arc Is defined by three known points Polylines can be imported from a DXF job and selected from a list or on the Map page It is possible to define an arc that has an opening angle of more than 180 It is possible to use a valid coordinate system but have the line or part of the line lying outside of the projection In these cases the output fields of all prompts relating to the difference in coordinates between the point being staked and the current position are Shown as The following diagram shows the direction of positive and negative values for distance and height differe
126. ea MORE F5 To display information about the codes If stored with any line area the start time the end time of when the last point was added to the line area the length of the line the perimeter and the area of the area PAGE F6 To change to another page on the screen SHIFT DEL F4 To delete the highlighted line area SHIFT FILT F5 To define sort settings Line or Area The listed lines areas already stored in the active job GSO9 Managing Creating Editing Points Data Lines Areas 19 Column Description of column Open The status of a line area e Yes The line area is open Measured points are assigned to the line area e No The line area is closed Measured points are not assigned to the line area CLOSE F4 and OPEN F4 change between the options GSO9 Managing Creating Editing Points Data Lines Areas 20 2 2 Access step by step Creating a new point step by step Creating a New Point Step Description A AA Main Henu In MANAGE Jobs highlight a job DATA F5 to access MANAGE Data Job Name Step Description i MANAGE Data Job Name Points page 2 NEW F2 to access MANAGE New Point 3 MANAGE New Point Coords page Enter a point ID and the coordinates K ICOORD F2 to view other coordinate types K Negative geodetic coordinates are interpreted as being of the opposite hemi sphere or other side of th
127. eated Attribute names that have already been typed in cannot be edited in a Job codelist Is another attribute to be created e If yes repeat step 4 e lf no continue with step 6 STORE F1 adds the new code and any associated attributes or stores the changes to the System RAM codelist and returns to the screen from where this screen was accessed A new code can also be created within an application program In this case the new code is added to the job codelist GSO9 Managing Creating Editing Codes Codelists 54 3 6 Managing Job Codes Description To view and edit all codes currently stored in the job The functionality of this screen is mainly the same as for MANAGE Codes For simplicity the functionality which ts different from MANAGE Codes is explained here Access step by step Available for jobs which have a codelist attached Step Description l mA NE ga a Main Henu 2 In MANAGE Jobs highlight a job to be edited 3 EDIT F3 to access MANAGE Edit Job Job Name 4 In MANAGE Edit Job Job Name PAGE F6 until the Codelist page is active 5 CODES F4 to access MANAGE Job Codes GSO9 Managing Creating Editing Codes Codelists 55 Managing job codes 34 4 MANAGE 5 Code Description building single tree CONT F1 l l FENC fence line To accept the screen entries and continue NEW F2 To create a new code EDIT F3 To edit the highlighted code Accesses
128. econd known point Point B To be measured al Bearing from PO to P2 a2 Bearing from P3 to P2 P1 First auxiliary point optional P4 Second auxiliary point optional Unknown P2 Hidden point 350 Diagram of hidden points measurement method 3 Double Distance Measuring a hidden point with Double Distance GSO9_TR_026 Known PO P2 d3 d b First known point Point A Second known point Point B Line from PO to P2 Right of d3 Left of d3 To be measured dl Distance from PO to P1 d2 Distance from P2 to P1 Unknown Pl Hidden point 1 26 Hethod Point A i Horiz Dist 5 000 m Height 1 250 m Point B PT21 gt Horiz Dist 8 000 m Height 0 750 m Location Right of Line AB 4 af calc _ f GSO9 Working with Survey Hidden points Double aE 351 Diagram of hidden points measurement method 4 Chainage amp Offset Measuring a hidden point with Chainage amp Offset GSO9_TR_027 17 26 fop HIDDEN PT f 7 UAT Hethod Point A PT20 4f AHe ight 1 250 m Point B PT 21 4f AHe ight 0 750 m Cha inage 0 000 m Offset 0 000 m Location Right of Line AB Chainage From Point A a ti CALC POS GSO9 Working with Survey Hidden points Known PO First known point Point A P1 Second known point Point B To be measured dl Chainage d2 Offset Unknown P2 Hidden point 352 Diagram of hidden e P2 points measuremen
129. ed model Requirements At least one format file was created using LGO and has been transferred to the System RAM Export ASCII Data from e The settings on this screen define the data that is converted and exported and what Job format is used e Data is exported from the selected Job Currently active sort settings are applied The points that are exported are those that are visible in MANAGE Data Job Name GSO9 Converting Data Copy Export Import 94 Export data job toa custom ASCII format SEER step by step l Description 10 21 ene 7 11 Ti y Export ASCII EXPORT Export ASCII Data from Job Export To CF Card Data can be exported to the CF card Directory The data can be exported to the Data the GSI or the root directory Job All jobs from Main Menu iy can be selected Coord System The coordinate system currently attached to the selected Job Format File The format files currently available in the System RAM File Name The name of the file to which the data should be exported Select the job to be exported and enter a file name Highlight Format File and ENTER EXPORT Format Files All format files available in the System RAM are listed Select the format file to be used Se 7 DEL F4 deletes the highlighted format file from the System RAM CONT F1 selects the highlighted format file and leads back to EXPORT Export Data from Job CSYS F6 accesses EXPORT Coo
130. ed coordinate system is active and its source is RTCM GSO9 Managing Creating Editing Coord Systems 66 MORE F5 To display information about the type of transformation used the type of heights computed the number of control points used for the determination and the date of when the coordinate system was created SHIFT SET D F4 Available unless a default coordinate system Is highlighted To turn the high lighted coordinate system into a user defined default coordinate system stored in the CSO9 SHIFT DEFLT F5 To recall the deleted default coordinate systems GSO9 Managing Creating Editing Coord Systems 67 4 3 er ese Creating Editing a coordinate system step by step Creating Editing a Coordinate System Coordinate systems can be defined by manual creation or determined by calculation In this chapter the manual creation of coordinate systems is explained Refer to 31 Working with Determine Coord System for information on the determination by calculation Coordinate systems with a Classic 3D transformation can be defined by manual creation Step Description l 10 21 7 11 Fa eso aw snr Bla Main Henu 2 In MANAGE Coordinate Systems highlight a coordinate system When creating a new coordinate system a copy of this coordinate system Is taken for further configurations NEW F2 or EDIT F3 MANAGE New Coordinate System or MANAGE Edit Coordinate System Name A unique nam
131. ed depends on the number of available points with height information No point No height transformation 245 Characteristic Advantage Description One point Heights are shifted to fit to the height control point Two points Average height shift between the two height control points Three points Tilted plane through the three height control points to approximate the local heights More than three points Best fitting average plane Errors in height do not propagate into errors in position since the height and position transformations are separated If local heights have low accuracy or do not exist a transforma tion of position can still be calculated and vice versa The height points and position points do not have to be the same points No parameters of the local ellipsoid and map projection is required Parameters may be computed with a minimum of points Care should be taken when computing parameters using just one or two local points as the parameters calculated are valid in the vicinity of the points used for the transformation Disadvantage Restriction In the area over which the transformation can be applied This is mainly due to the fact that there is no provision for scale factor in the projection The accuracy in height depends on the undulation of the geoid The bigger the geoid variations the less accurate the results are GSO9 Working with Determine Coord System 246
132. ed in step 2 GSO9 Working with Determine Coord System 257 31 4 Starting Selecting the existing coordinate system Updating the existing coordinate system Updating an Existing Coord System using the Normal Method Refer to section 31 2 Starting the Program to select the Normal method Refer to section 31 2 Starting the Program to enter or select the existing coordinate system The steps to follow are identical to those when determining a new coordinate system using the Normal method Refer to 31 3 Determining a New Coord System using the Normal Method from step 3 onwards GSO9 Working with Determine Coord System 258 31 5 Determining a New Coord System using the One Pt Local Method Starting Refer to section 31 2 Starting the Program to select the One Point Localisation method Step 1 17 29 choosing height type DET C SYS Step 1 TE ET Type Transfrm Name BEIT MEE Transfrm Type Ones tep Height Hode Ellipsoidal A af CONT F1 CONT To accept the screen entries and continue Field Description of Field Transfrm Name e Aunique name for the transformation The name may be up to 16 characters in length and may include spaces Transfrm Type e The type of transformation to be used when determining a coor dinate system Height Mode e The height mode to be used in the determination of a coordinate system e Orthometric or Ellipsoidal Available when det
133. en FORW User input The current chainage to be staked Editable Output The horizontal distance from the current position to the point to be staked in the direction of the orientation or t to move towards the chainage depending on the selection for Visual Guides in REFLINE Configuration General page BACK Output The horizontal distance from the current position to the point to be staked in the reverse direction of the orientation t or 4 to move away from the chainage depending on the selection for Visual Guides in REFLINE Configuration General page GSO9 Working with Reference Line 298 Field Description of Field RGHT Output Horizontal distance from the current position to the point to be staked orthogonal to the right of the orientation direction gt to move to the right of the line defined in Visual Guides to move to the left of the line defined in Visual Guides LEFT Output Horizontal distance from the current position to the point to be staked orthogonal to the left of the orientation direction to move to the left of the line defined in Visual Guides gt to move to the right of the line defined in Visual Guides CUT Output The negative height difference from the height of the current position to the height of the point to be staked Move down FILL Output The positive height difference from the height of the current position to the height of the point to be staked Move up A
134. endix A Menu Tree Menu tree MAIN MENU SURVEY PROGRAMS MANAGE JOBS CODELISTS COORD SYSTEMS CONVERT EXP DATA EXPORT ASCII EXPORT DXF EXPORT LANDXML IMP DATA IMPORT ASCII GSI IMPORT DXF COPY PTS GSO9 Menu Tree 365 CONFIG SURVEY CONFIG DISPLAY CONFIG CODE CONFIG RAW DATA LOGG PT OCCUPATION INSTR CONFIG ANTENNA SAT CONFIG TIME ZONE INSTRUMENT ID GENERAL CONFIG HOTKEYS amp USER UNITS amp FORMATS LANGUAGE DISPLAY BEEPS COMM CONFIG GSO9 Menu Tree 366 TOOLS FORMAT TRANSFER CODELISTS CONFIGURATION SETS COORDINATE SYSTEMS GEOID FIELD FILES CSCS FIELD FILES FORMAT FILES SYSTEM RAM CONTENTS MODEM GSM STATIONS IP HOSTS ANTENNA RECORDS PZ 90 TRANSFORMATION FIELD TO OFFICE SYSTEM APPLICATION PROGRAMS SYSTEM LANGUAGES INSTRUMENT FIRMWARE CALC GSO9 Menu Tree 367 VIEW LICENCE GSO9 Menu Tree 368 Appendix B Types of memory available GSO9 Memory Types Memory Types CF card Jobs e Points e Codes Coordinate systems ASCII output files Logfiles A
135. enna Informa tion Phase Centre of L1 The antenna used at the reference Ref Sensor The receiver type used at the reference Real Time Input Data The following provides additional information on the satellite data received via real time message Information of those satellites is displayed which are used on both reference and rover Access press DATA F4 on STATUS Real Time General page Softkey CONT F1 SAT F2 Description of Softkey To return to the Main Menu screen To display information about the satellite with the next smaller PRN GSO9 Understanding HOT Keys USER key STATUS Key 215 Softkey Description of Softkey SAT F3 To display information about the satellite with the next larger PRN The data being received from the satellites and the layout of the screen depend on the active real time data format Field Description of Field Sat PRN The PRN number GPS or the slot number GLONASS of the satel lites shown with the prefix G GPS or R GLONASS Sat Time The GPS time of the satellite Phase L1 Phase L2 The number of phase cycles from the antenna to the satellite on L1 and L2 Code L1 Code L2 The pseudorange between the antenna to the satellite for L1 and L2 GSO9 Understanding HOT Keys USER key STATUS Key 216 29 3 4 Description The Position page The Baseline page The Speed page Status Curre
136. er coordinates nor heights in file No point ID s in file Import variables Format definition Units Heights Neither coordinates nor heights in file Description Fixed format Easting and Northing can be switched during import As defined in the GSI file Orthometric or ellipsoidal Points are imported without coordinates but with local height and code if available Points are imported without height but with coordinates and code if available No import No import Block point line arc polyline Local coordi nates No free codes no attributes Fixed format X Y Z Not predefined Z value imported as orthometric No import Checks Points are always Imported with the class CTRL and a coordinate quality of While importing points to a job checks are performed against point ID class and coding of points already existing in the job GSO9 Converting Data Copy Export Import 101 Import data in ASCII format step by step Step Description At least one ASCII file with any file extension is stored in the DATA directory of the CF card Main Henu Import ASCII GSI Data IMPORT Import ASCII GSI Data to Job Import ASCII Data From File All files in the DATA directory of the CF card can be selected To Job Choosing a job as destination for import makes this Job the active job Header This option allows up to ten header lines which may exist in an ASCII file to be
137. er which is received by a reference network e No The info message will not be shown by the receiver e Show The info message will only be shown by the receiver e Log The info message will only be logged to a text file 135 Field Description of Field e Show and Log The info message will be shown by the receiver and logged to a text file Prediction The following provides additional information on the prediction of real time positions between the data rate of the reference This can be activated for a real time rover interface unless R Time Data RTCM 1 2 v2 or R Time Data RTCM 9 2 v2 Access SHIFT PRED F3 in CONFIGURE Real Time Mode Description Prediction is the interpolation of real time corrections between those regularly transmitted by a reference at a defined data rate Advantages in using prediction Computation of real time positions on the rover is independent from the transmission rate of the data from the reference station Positions computed with prediction have a reduced latency of around 20 ms Recommended settings for using prediction The slower the data rate the more important it is to activate prediction Height smoothing The following provides additional information on the height filter for height smoothing Access SHIFT FILT F4 in CONFIGURE Real Time Mode GSO9 Configuring the Interfaces 136 Description Height smoothing is a filter applied to all heights measured in the W
138. ermining a new coordinate system GSO9 Working with Determine Coord System 259 Step 2 17 22 choosing geoid model z g DET c sys d gal Step 2 Choose Geoid Hodel Geoid Hode a CONT F1 CONT To accept the screen entries and continue Field Description of Field Geoid Model The geoid model to be used in the transformation GSO9 Working with Determine Coord System 260 Step 3 Poa ce 7 of ae a choosing common pt DET C EYE G7 ba 3 i Hatch Type Pos OnlyfG WGS84 Point W100 4 Known Point L100 4 Hatch Height Yes 4 WGS84 Point W200 4 Known Point L200 4 af CONT F1 CONT To accept the screen entries and continue Field Description of Field Match Type e How the horizontal and vertical shifts of the transformation should be computed e Pos amp Height Position and height are taken from the same pair of matching points e Pos Only Position is taken from one pair of matching points The height can be taken from another pair of matching points WGS84 Point e Choicelist The point ID of the horizontal and or vertical control point chosen from WGS84 Pts Job All WGS 1984 points can be selected Known Point e Choicelist The point ID of the horizontal and or vertical control point chosen from Local Pts Job All local points can be selected GSO9 Working with Determine Coord System 261
139. es amp Areas Display Show Lines Show Areas Yes aH CONT F1 To accept the screen entries and continue att PAGE F6 CONT PAGE To change to another page on the screen Field Description of Field Show Lines Yes or No Determines if lines are displayed in MapView Show Areas Yes or No Determines if areas are displayed in MapView GSO9 Understanding MapView 200 Configuring 19 47 the Display page MANAGE Hap iew Configuration Points Pines 4 Areas Display Show Pt Info Datum View Rotate 180 Toolbar f Curr Pos Info In Survey Hode CONT F1 Show Path No gt To accept the screen entries and continue att PAGE F6 CONT PAGE To change to the next page on the screen Field Description of Field Show Pt Info e When lt 200 Pts Point information is not shown when more than 200 points are displayed e As Configured Point information is shown regardless of the number of points being displayed Datum View e WGS 1984 or Local Determines the datum in which the points are viewed Rotate 180 e Yes or No Available for Datum View Local To rotate the map by 180 The north arrow is not rotated and still orientated towards the top of the screen Toolbar e Onor Off Determines if the toolbar of touch icons are displayed GSO9 Understanding MapView 201 Field Description of Field Curr Pos
140. es as Stored in the Job are displayed and stored Thematc Codes e Sets the coding method e With Codelist Codes stored within the job codelist can be selected to code points e Without Codelist Codes stored within the job codelist cannot be selected to code points Each code must be entered manually GSO9 Configuring the Codes and their Attributes 109 8 Description Access Configuring Configuring the Coordinate Quality Control The settings on this screen define the limits for coordinate quality and DOP values accepted for point occupations 10 21 Myr amp E11 ey csog 13 Er Sef 17 20 fy Z g CONFIGURE z G 9 i Quality Control Settings CO Control Pos OnlyQ Haximum CQ 0 050 m a CONT F1 CONT To accept the screen entries and continue Field Description of Field CQ Control e The type of coordinate quality to be checked before storing a point If activated the limit defined in Maximum CQ is checked before storing a point A warning signal is given when the limit is exceeded e None No checking is made on the point GSO9 Configuring the Coordinate Quality Control 110 Field Description of Field e Pos Only The point position is checked e Height Only The point height is checked e Pos amp Height The point position and point height are checked Maximum CQ e Available unless CQ Control None The maximum acceptable coor dina
141. es sees ait te 51 Manage JOD codes 20 ccccecceceeceeeeeeeseeeeeeeseeaeeeeaeeeeees 55 Coding Haden POINTS cverstanstoraienabenaiieddabeiwlRoolovediscadabuted 346 COGO Are Caula IONS eee ee nn ne ere 227 HE CRS CCUOMNS tuaa a 226 HI NVCTS Cu cli Garin yarivaaa eas a T 226 Hine calcula VOWS maraani ia a i A 227 Configuration file directory cceceececeeceeeeeeeeeeeeeeeeees 370 CONTIS E SOCON aari 158 CONE ON DO IVES aE EEE EEEE ES 247 CooroamMate quality raserer a 44 Coordinate system ACHVE oes inia aa aa E A E 65 Ei E E TT 68 GS09 Index BeA eaa AE T re 65 EAE eaa aac iesanearcrcumuclre re yareue yee unease ies 248 Recall deleted system cccecceceececeeseeeeceeceeeeeeeees 67 RECANE uae a a naa eae eae oat 65 Turn into user defined default ccccceeceeeeeeeeeees 67 Coordinate system file directory ccceceeeeeeeeeeeeeeees 370 Coordinate system management ACCESS cceeeee sense 66 COOFCINGL CUE DICK T erana aaa aa 38 Country Specific Coordinate System models 89 SO adap a cane saeeacaaeeanaeenetacaseaaaseaeeteeeee 44 Create ARET S A 28 COG oee 53 Coals E ae daaa 50 Coordinate system 2 ccecceceececceceeceececeeseeeeceeeeeeeeess 68 CCS MOAIE IE aa aaa etataddy 87 EMP SOIC ea S 76 Ceoid MOE 2 0 ccc cee cc ec ec sec eceeeeceeeececeeeeseeeeaeseeeeaees 86 FEU ni oh gta a teatate tks 28 PO Mil ai a tate dtiss Sesh na 21 PO OCTIO is tara thsleediccauatandtaccedu
142. etup Reference 312 Step 4 10 34 aie completing the setup SETUP REF gb yal 3 Reference x Point ID 0001 Antenna Ht 1 58 o Time at Point 00 00 07 ad FNSH F1 _FNSH To continue Field Description of Field Point ID The point ID for the reference point Antenna Ht The antenna height at the reference point Time at Point The time from when the point Is occupied until point occupation is stopped GDOP The current GDOP of the computed position Press FNSH F1 to stop occupation and store the reference point GSO9 Working with Setup Reference 313 35 35 1 Description Diagram Stakeout mode Working with Stakeout An Overview of the Program Stakeout Is a program used to place marks in the field at predetermined points These predetermined points are the points to be staked The points to be staked must exist in a job on the CF card The points may e already exist in a job on CSO9 e have been uploaded to a job on CSO9 using LGO e have been uploaded from an ASCII file to a job on CSO9 A staked point can be manually occupied as a check PO Current position P1 Point to be staked dl Stake out distance d2 Height difference between current posi tion and point to be staked cians a Stake out direction Points are staked in orthogonal mode GSO9 Working with Stakeout 314 Coordinate system Points cannot be staked if the active coordinate system
143. ext page on the screen Hountpnts Description of Field Use NTRIP e Yes or No Activates NTRIP User ID e User input A user ID Is required to receive data from the NTRIP Caster Contact the NTRIP administrator for information cont e User input Allows the User ID string to continue onto a new line Password e User input A password is required to receive data from the NTRIP Caster Contact the NTRIP administrator for information Mountpnt e User input The NTRIP Source from where real time data is required GSO9 Configuring the Interfaces 134 Step 4 This page is only available for R Time Data RTCM v3 1 in CONFIGURE Real Time Mode Configuring Additional 17 416 7 Rover Options RTCM CONFIGURE oN T 7 he gal Si Options Page Additional Rover Options General NTRIP Use Auto CrdSys RTS RTCH Info Msg Log f CONT F1 To accept the screen entries and continue a PAGE F6 CONT PAGE To change to the next page on the screen Field Description of Field Use Auto CrdSys e Yes or No To set a RTCM coordinate system received by a reference network as active coordinate system gt Is marked grey and set to No for Ref Network None in CONFIGURE Additional Rover Options General page RTCM Info Msg GSO9 Configuring the Interfaces Defines to show and or log an info message RTCM message 1029 given by the receiv
144. find the point to be staked out The elements of the graphical display used within the Stakeout application program screens are explained in this chapter Some of the elements depend on the selection for Orientate in STAKEOUT Config uration General page Other elements are commonly displayed The Map page provides an interactive display of the data I Rover North arrow _ Last or known point bjhi Point to be staked Current scale W North t Sun Arrow e Short arrow when within 1m ofthe point to be staked e Large vertical arrow for DTM satcut If the antenna is too far away and the scale is gt 1000 m the antenna is not shown and the point to be staked circle is grey GSO9 Working with Stakeout 326 For orthogonal stakeout Standard graphical display For scale 0 5 m Reversed graphical display N i j oJ jS N For DTM stakeout Standard graphical display For scale 0 5 m I a 2 m kh 0 5 m k 01 5 m gt GSO9 Working with Stakeout 327 35 6 Configuring the Program Configuring orientation 17 39 STAKEOUT Orientate CONT F1 To accept the screen entries and continue PAGE F6 To change to another page on the screen SHIFT ABOUT F5 To display information about the applica tion program name the version number the date of the version the copyright and aft CONT PAGE the article number Field Description of Field Closest Point
145. gle When Method Two WGS84 Points the following fields apply Point 1 e Choicelist First WGS 1984 point to use for computation of Azimuth Point 2 e Choicelist Second WGS 1984 point to use for computation of Azimuth Azimuth e Output Computed azimuth between Point 1 and Point 2 Regd Azimuth e User input The required grid azimuth computed between two local points Rotation e Output The rotation of the transformation calculated as Reqd Azimuth minus Azimuth GSO9 Working with Determine Coord System 263 Step 5 17 30 7 determining scale DET C S S Step 5 Determine Scale Hethod Known WGS84 PtH CONT F1 WGOS84 Point W100 To accept the screen entries and continue SCALE F4 or PPM F4 Scale 0 99992957 To switch between Scale displaying the true Reduced to Ellipsoid scale and displaying the ppm The scale is calculated using the formula r h r where r is the distance from the centre of the ellipsoid to the WGS 1984 point selected in step 3 and h is the height of this point af CONT PPH above the WGS 1984 ellipsoid Field Description of Field Method e Known WGS84 Pt Known WGS84 Ht or User Entered Method of determining the scale factor of the transformation When Method Known WGS84 Pt the following fields apply WGS84 Point e Choicelist WGS 1984 point from which the scale factor will be calculated The scale factor is calculate
146. gram 363 Appendix A Menu Tree 365 Appendix B Memory Types 369 Appendix C Directory Structure of the Memory Device 370 Appendix D Pin Assignments and Sockets 372 D 1 CSO9 372 D 2 GSO9 373 GSO9 Table of Contents Appendix E Cables 375 Index 377 10 PART 1 The System GSO9 PART 1 The System 11 Access Managing jobs The default job Managing Creating Editing Jobs Accessing Job Management 10 21 hand Si oa D Listed are all jobs stored on the CF card Jobs e structure surveying projects e contain all points lines areas and codes that are recorded and stored e can be downloaded to LGO for viewing or for data transfer to a further program e can be uploaded from LGO for example for real time stake out operations e are stored on the CF card 17 15 MANAGE CONT F1 To select a job and continue NEW F2 To create a Job Control job Default 09 12 08 EDIT F3 E Local job 947 09 09 To edit the highlighted job Hy ist job 98 08 09 DEL F4 New job 24 09 09 To delete the highlighted job DATA F5 To view edit and delete points lines and areas stored with the job Points lines and af CONT NEW EDIT DEL DATA areas are shown on separate pages A Job called Default is available on CSO9 after formatting the CF card or deleting all jobs from MANAGE Jobs GSO9 Managing Creating Editing Jobs 12 The active job The active Job is the one data Is s
147. gs define the order of the points in the listing e When points are copied from one job to another e their point codes and attached attributes are also copied e their Class is retained e their Sub Class is retained e their Source is changed to Copied Point e their Point Coordinate Quality is retained e their Instrument Flag is retained e their Date and Time Stamp Is retained Access 10 2 Eea al xan csog is ox S GSO9 Converting Data Copy Export Import 91 Copying 19 10 amp r er 8 Tre dAl points between jobs copy From Job Coord System To Job F le WGS84 New job 4 job 4h CONT F1 To accept the screen entries and continue DATA F5 To view edit and delete points stored with the job Selected sort settings apply att CSYS F6 CONT DATA CSY5 To select a different coordinate system Field Description of Field From Job Describes where the points are to be copied from Coord System The coordinate system which is currently attached to the job From Job To Job Describes where the points are to be copied to GSO9 Converting Data Copy Export Import 92 5 2 Exporting Data from a Job Description This screen lists all the exporters loaded e Data will be exported to a file on the CF card Export formats er Characteristic Description Custom ASCII Export variables Format definition Units Coo
148. h can be assigned to the individual lines in the user defined menu GSO9 Configuring the HOT Keys and the USER Menu 116 11 Description Access Configuring Configuring the Instrument Identification The settings on this screen define the instrument identification number This number is used for the generation of the file names Using format files the instrument ID can be output together with data from the instrument By doing so it can be identified which instrument was used for certain measurements 10 21 it csog og Fs 17 28 pN pni 5 CONFIGURE 7 e7 Wel CONT F1 To accept the screen entries and continue aft DEFLT F5 CONT DEFLT To recall the default settings Field Description of Field Instrument ID Sets a four digit number as instrument identification number By default the last four numbers of the serial number are used GSO9 Configuring the Instrument Identification 117 12 Description Access Configuring Configuring the Language The setting on this screen defines the language used on the instrument Three languages can be stored on the CSO9 at one time English and two others English cannot be deleted Refer to 26 Using the Tools Uploading Software for information on uploading languages 10 21 re Sat ry a var e to Be 17 36 EE CONFIGURE 76 7 UA Fs Languages on Instrument Language ENGLISH GERHA
149. hange to another page on the screen Field Description of Field Start Point e The start point of the reference line arc Second Point End Point Line Length GSO9 Working with Reference Line e The second point of the reference arc e The end point of the reference line arc e The horizontal grid distance between Start Point and End Point of the line 278 Field Description of Field e is displayed if the distance cannot be calculated Arc Dist e The horizontal grid distance along the arc between Start Point and End Point of the arc O cece is displayed if the distance cannot be calculated GSO9 Working with Reference Line 279 33 3 Measuring to a Reference Line Arc Description The horizontal and vertical position and the chainage of a manually occupied point can be calculated relative to the defined reference line arc Diagram 1 measuring to a line horizontally GSO9_TR_OO1 PO Diagram 2 measuring to a line vertically GS09_TR_002 GSO9 Working with Reference Line PO Pl P2 P3 dl Start point End point Measured point Reference point AOffset ALine Start point End point Measured point Reference point with Design Ht AHt Design 280 Diagram 3 Target point inside arc measuring to an arc horizontally GS09_TR_003 Target point outside arc GS09_TR_004 GSO9 Working with Reference Line PO Pl P2 P3 d2 St
150. he changed antenna height is used until the application program Is exited The horizontal distance from the current position to the point to be staked in the direction of the orientation The horizontal distance from the current position to the point to be Staked In the reverse direction of the orientation Horizontal distance from the current position to the point to be staked orthogonal to the right of the orientation direction 321 Field Description of Field LEFT Horizontal distance from the current position to the point to be Staked orthogonal to the left of the orientation direction CUT The negative height difference from the height of the current posi tion to the height of the point to be staked To move down FILL The positive height difference from the height of the current position to the height of the point to be staked To move up D Ht 3DCQ PDOP GSO9 Working with Stakeout The design height which is the orthometric height of the point to be Staked 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 Changing the value for D Ht changes the values displayed for CUT and FILL Available for code and phase fixed solutions The current 3D coordi nate quality of the computed position Available for autonomous solutions or if no
151. he left hand side of the screen Some of the functions performed by the touch icons can also be replicated using a softkey in the same mode as when the touch icon appears The softkey equivalent to each touch icon if one exists are indicated below Touch icons Touch icon Softkey Description SHIFT FIT F3 Available as a touch icon in map mode The fit touch a icon fits all displayable data into the screen area using the largest possible scale A The windowing touch icon zooms to a specified area window An area window can be drawn by tapping on the top left and the bottom right corner of the area This causes the screen to zoom to the selected area GSO9 Understanding MapView 205 28 6 MapView Components The Point Symbols Points When Show Points Yes in MapView Configuration points are displayed in all modes according to their class Symbol Description F 3D control point Is a point of class CTRL with full coordinate triplet 2D control point is a position only point of class CTRL Adjusted point is a point of class ADJ Reference point is a point of class REF Average point is a point of class AVGE Measured point Is a point of class MEAS Single Point Position uploaded from LGO Navigated point is a point of class NAV l olelolela elk Estimated point is a point of class EST Calculated COGO point is a point of class MEAS or CTRL depending on the COGO c
152. he type of radio Port The port to which the radio is connected Firmware Channel Actual Freq The Reference page Softkey CONT F1 COORD F2 The software version of the attached radio The radio channel The actual set frequency of the radio Description of Softkey To return to the Main Menu screen To view other coordinate types PAGE F6 To change to another page on the screen Field Description of Field Point ID e The point identification Ref Stn ID e An identification for a reference station The ID can be converted into a compact format to be send out with real time data in all real time data formats It is different from the point ID of the reference station GSO9 Understanding HOT Keys USER key STATUS Key 214 Field Description of Field Antenna Ht Coords of Ref Antenna For data format Leica or RTCM v3 1 The antenna height at the reference from the marker to the MRP For data format RTCM v2 3 Beeni is displayed because the data format does not include infor mation about the antenna height For data format CMR CMR The antenna height at the reference from the marker to the phase center The coordinates for the reference station which are transferred depend on the active real time data format For real time messages which include antenna height and antenna type Marker For real time messages which do not include ant
153. i cabs saesGese a a anu ee 62 JOB TNE OMCCTONY aitei a a E E E eee 370 K KeybD ard HUMINaAtION rsca eeenieiies 158 L Lambert 1 Parallel projection ssononononensnenerererernrnnnnne 79 Lambert 2 Parallel projection nonononsnonsnsnerenerererernnnnne 79 LandXML EXD ONE TORO ses EA 94 Language file directory c cc eccec ec eceeeeceseeeeaeeeeseeeeees 371 Last point orientate to Reference LING 20 ceccececcecceceececeeceeeeceececeeseeseseesess 302 Layer DTM SCIG CEs si x5sc3802 a eau seed crud sat eantpeannawanecaneuees 318 SiGe ate ORME creacsubvossrnasiatccntnatxactucaieactanweenecsnenes 123 Levelled height wa icdaiarereceleiinanaomenadainutnieteulaliuieuiel 88 LGO Creation AtIDUTES 555s ios Pies Pte etl seks ele oe te tu sua eel 60 COGES wie ae Seo Mel eet i 02006 Oi hd Tats tet ote 58 CSCS Field TICS oo cece ccc ec eee eceeeeeeeeeaeeeeeeseeeeaees 87 DIM ODS gecisedaceSageso Sa i O dele 323 GEOIG TENG TES sirsiran a sac tctd la acd coment 83 Download Coordinate SYSTEMS rrenaren aa 63 VOIDS a a E E E A AEN 12 Upload COGEIISE tO CSUS aenar 47 Coordinate systems cccceceececeeceececeeseeseeeeeees 63 381 2 Bs See ae rt eee ne eae E ee et eee eo ee ene AIT 12 Licence file directory ti nedctatededciacindnnmncnimmmucmeca tity 371 Line CO is oar tcc ees et ses anaes es eee 28 Gl E seiecsctca tamer aon ean ce caveat enna aee 19 EG Be a tamer eee os ane ca gare aa enna nn 31 PUNO E E toner
154. ic satellites on the coordinate and tropospheric disturbances components Indicator of the measurement noise and environmental conditions Standard deviation k4 Empirical assumptions Coordinate Quality CQ Range For a phase fixed solution Centimetre level For a code solution From 0 4 to 5 m GSO9 Managing Creating Editing Points Data Lines Areas 45 Position CQ versus height CQ All GPS computed positions are almost twice as accurate in plan than in height For the posi tion determination satellites can appear in all four quadrants For the height determination satellites can appear in two quadrants This weakens the height position compared to the plan position GSO9_TR_O10 Position determination with satellites Height determination with satellites appearing in all four quadrants appearing in two quadrants GSO9 Managing Creating Editing Points Data Lines Areas 46 3 Managing Creating Editing Codes Codelists 3 1 Overview of Codelists Ta It is recommended to create a codelist in LGO A codelist can be transferred from LGO to the System RAM of the CSO9 or from the PC via ActiveSync to the CF card of the CSO9 Steps from creating to CodelistiMana i gement using a codelist cso9 Greate codelici LGO p Codelist on PC LGO ActiveSync Data Exchange Manager Serial upload USB Transfer CS09 System RAM System RAM codelist a CSO9 CF card Selecting codelist s for a job Copy of
155. idual If positions were not used in the transforma tion calculation then will be displayed Height The Height residual If heights were not used in the transformation calculation then will be displayed Indicates residuals that exceed the residual limit The next step Indicates the largest residual in East North and Height IF the residuals are unacceptable THEN press ESC to return to step 2 The points can be edited deleted or temporarily removed from the list and the transformation recalcu lated acceptable press STORE F1 to store the coordinate system and attach it to the active job Step 4 Press STORE F1 to store the coordinate system and attach it to the active job storing the calculated results GSO9 Working with GPS Resection 273 33 33 1 Description Point types Terms Working with Reference Line An Overview of the Program Reference Line is a program which can be used for the following tasks e Measuring to a line arc where the coordinates of a target point can be calculated from its position relative to the defined reference line arc e Staking to a line arc where the position of a target point is known and instructions to locate the point are given relative to the reference line arc e Staking to a polyline where the position of a target point is Known and instructions to locate the point are given relative to the polyline Referenc
156. ing Editing Points Data Lines Areas 17 2 1 Accessing Data Management 17 2 2 Creating a New Point 21 2 3 Editing an Existing Point 24 2 4 Creating a New Line Area 28 2 5 Editing a Line Area 31 2 6 Viewing the Data Log 34 2 7 Point Sorting and Filters 36 2 8 Terminology 38 3 Managing Creating Editing Codes Codelists 47 3 1 Overview of Codelists 47 3 2 Accessing Codelist Management 49 3 3 Creating Editing a Codelist 50 3 4 Accessing Code Management 51 3 5 Creating Editing a Code 53 GSO9 Table of Contents 3 6 Managing Job Codes 55 3 7 Terminology 57 Managing Creating Editing Coord Systems 63 4 1 Overview of Coordinate Systems 63 4 2 Accessing Coordinate System Management 66 4 3 Creating Editing a Coordinate System 68 4 4 Transformations 70 4 4 1 Accessing Transformation Management 70 4 4 2 Creating Editing a Transformation 72 4 5 Ellipsoids 74 4 5 1 Accessing Ellipsoid Management 74 4 5 2 Creating Editing a Ellipsoid 76 4 6 Projections 77 4 6 1 Accessing Projection Management 77 4 6 2 Creating Editing a Projection 81 4 7 Geoid Models 83 4 7 1 Overview of Geoid Models 83 4 7 2 Accessing Geoid Model Management 84 4 7 3 Creating a Geoid Model from the CF Card 86 4 8 CSCS Models 87 4 9 Terminology 88 Converting Data Copy Export Import 91 5 1 Copying Points Between Jobs 91 572 Exporting Data from a Job 93 5 3 Importing Data to a Job 100 Configuring the Antenna 106 4 GSO9 Table of Contents 7
157. ints are based on a purely local grid The coordinate values within this grid are totally arbitrary and are in no way connected with any ellipsoid or map projection Obviously a Classic 3D transformation cannot be used here as cartesian coordinates cannot be calculated from such a grid 244 Characteristic Requirements Area Points and transformation parameters Points and height transformation GSO9 Working with Determine Coord System Description The position is known in WGS 1984 and in the local system for at least one point Three or more points are recommended in order to obtain redundancy Additional height information for one point enables the transfor mation of heights Parameters of the local geoid model This is not compulsory No parameters of the local ellipsoid No parameters of the local map projection Limited to about 10 x 10 km because no projection scale factor Is applied and a standard Transverse Mercator projection Is used to compute the preliminary WGS 1984 grid coordinates For areas without large height differences The transformation parameters determined depend on the number of available points with position information One point Classic 2D with shift in X and Y Two points Classic 2D with shift in X and Y rotation about Z and scale More than two points Classic 2D with shift in X and Y rotation about Z scale and residuals The type of height transformation perform
158. inue att PAGE F6 CONT PAGE To change to the next page on the screen Field Description of Field Deflt aNum Sets the set of extra characters available through NUM or F1 F6 whenever an entry is made The choices available depend on the character sets loaded on the instrument and the language configured to be used on the instrument GSO9 Configuring the Screen Display 160 20 Description Access Configuring the units Configuring the Units and Formats The settings on this screen define e the units for all types of measurement data displayed e information related to some types of measurement data e the order in which coordinates are displayed 10 21 Sai ar Be 17 18 fy E g a CONFIGURE 6 9 oa Units amp Formats x Angle Time Format Distance Unit Hetre imi PGE Distance Dec 2 Decimals f Angle Unit 400 gon 4 Angle Dec 2 Decimals 4 Grade Unit h Velocity Unit Km h kmh CONT F1 Area Unit To accept the screen entries and continue ait PAGE F6 CONT PAGE To change to the next page on the screen Field Description of Field Distance Unit e The units shown for all distance and coordinate related fields e Metre m Metres m GSO9 Configuring the Units and Formats 161 Field Description of Field Int Ft fi International feet fi storage in US feet Int Ft Inch fi Internat
159. ion Jesi REFLINE Eg f Choicelist No codes are stored in the selected Job Output Codes have already been stored in the selected Job 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 Reference Task Menu 1 Heasure to Line 2 Stake to Line 3 Heasure to Are 4 Stake to Are 5 Stake to Polyline CONT F1 ani CONT To accept the screen entries and continue Menu option Measure to Line Stake to Line GSO9 Working with Reference Line Description of menu option Calculates the coordinates of a point from its position relative to the reference line Allows points to be staked relative to the reference line 277 Menu option Measure to Arc Description of menu option Calculates the coordinates of a point from Its position relative to the reference arc Stake to Arc Stake to Polyline Allows points to be staked relative to the reference arc Allows points to be staked relative to a polyline C choosing the refer 17 13 ence line REFLINE Start Point End Point Line Length Choose Reference Line Reference Map ssid CONT F1 To accept the screen entries and continue SLOPE F3 To define the slope a PAGE F6 CONT SLOPE PAGE To c
160. ion Tiles directory cceeeeeeee ee 370 Graph showing satellites 2 0 ceccecseceeeeeeeeeeneeeenees 211 GS509 firmware upload ccvacuwencwi neste lien ene 191 GSMS CINE COPY sirnaa outa ental 371 GSLO Matesetiindacclaneentadeansanosaaesaaeseasdonniaaresseseea are rasenooe 100 GSIS opia 100 H HedtNe SCEO srna a a deer enteleveasienatenies 158 Height EMSC alll reee e e A 88 380 GEOG KE ENEE EEE EELT 88 keveleg atann A E eee eee ae ee 88 Medam sen leval iaa Quant matatt os 88 ORROM AC aia a a 88 FATS Ta THON oia E 127 FACTO WO COC jadsiactseieuaaaurn uu un anon onus E 73 FAL GLC EVO Mele 5S pcoac onsen onsen out an es ahigh a 345 PAN fre 2d 0 oan ee ee eee ee ee ee EN eee 346 COANE easet ann ehia a habs chub aaiae 346 Measure ar ar oa A ie ee 349 Hot keys DESCHID UON aera 207 I Identification number sssosseseossesenernennnnrrenennrrnrernrnne 117 Illumination EVDO EEE creche aeaeneeioteredautels 158 STOOM a A E A OG 157 WITT OE TORTS E anteactaceareahartaatascoeigntaan ean 100 Increasing NE SE SW NW uu ccc ceccecceceeceeeeseeeeeeeeeees 164 PS TEUIMICHIE S OUNCE sis pcan ce uee adie rdceattan kbi 43 Interface Configure sche cicetransic ti wvctmusinwnseeniewetinutidi due 125 Internet Interlace oo cece cece reenn NEKEEN 142 J Job PTI Grape etude e a a 13 GORE aa a OST see VET 14 TOE aa a aaeeeet 12 EGNE Spe epee ate ee ac neath dae eleanor cate a ance ena hae 15 GSO9 Index JODEGCOGENISE s5h
161. ion of Field Orientate e The reference direction to be used to stakeout points The stakeout elements and the graphical display shown in the Refer ence Line application program are based on this selection e To North The North direction shown in the graphical display based on the active coordinate system e To Sun The position of the sun calculated from the current posi tion the time and the date e To Last Point Time wise the last recorded point If no points are yet staked Orientate To North is used for the first point to be staked GSO9 Working with Reference Line 302 Field Description of Field e To Point Stake A point from Control Job selected in REFLINE Reference Line Arc Begin e To Point Store A point from Job selected in REFLINE Reference Line Arc Begin e To Line Arc The direction of the orientation Is parallel to the reference line or the reference arc e 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 e To select the point to be used for orientation Available for Orien tate To Point Stake and Orientate To Point Store Configuring the checks 17 50 REFLINE General Pos Check Yesi Pos Limit 0 020 n CONT F1 To accept the screen entries and continue Height Check Yes PAGE F6 Height Limit 0 020 n To
162. ional feet fi inches and 1 8 inches 0 00 0 8 fi storage in US feet US Ft ft US feet ft US Ft Inch ft US feet inches and 1 8 inches 0 00 0 8 fi ft Kilometres km Kilometres km US Miles mi US miles mi Distance Dec Angle Unit Angle Dec Grade Unit GSO9 Configuring the Units and Formats From O Decimals to 4 Decimals The number of decimal places shown for all distance and coordinate related fields This is for data display and does not apply to data export or storage The available options depend on the selected Distance Unit 400 gon 360 360 dec or 6400 mil The units shown for all angular and coordinate related fields More angle settings can be defined on the Angle page The number of decimal places shown for all angular and coordi nate related fields This is for data display and does not apply to data export or storage From 1 Decimal to 3 Decimals Available for Angle Unit 6400 mil From 2 Decimals to 4 Decimals Available for Angle Unit 400 gon and Angle Unit 360 dec 1 5 10 60 Available for Angle Unit 360 The input and output format for grades h v Horizontal by vertical distance 162 Field Velocity Unit Area Unit Volume Unit Temp Unit Press Unit GSO9 Configuring the Units and Formats Description of Field v h Vertical by horizontal distance v h 100 Percentage of vertical by horizontal distance
163. iption of Field The point ID of the point to be measured The height of the antenna that is being used The changed antenna height is used until the application program Is exited Perpendicular offset from the reference line arc measured from the reference point to the measured point For reference arcs the smallest AOffset possible is calculated To ensure this the arc will be extended if necessary Refer to paragraph Diagram 3 measuring to an arc horizontally Horizontal distance along the reference line from the start point to the reference point Horizontal distance along the reference arc from the start point to the reference point 283 Field Description of Field AHt Design Height difference between the Design Ht and the height of the measured point Design Ht Allows input of the design height of the target point GSO9 Working with Reference Line 284 33 4 Staking to a Reference Line Arc Description Allows for the position of a point to be defined relative to a reference line arc and then staked Diagram 1 staking to a line horizontally Start point End point Target point Reference point Stake Offset Along Line PO Pl P2 P3 dl GSO9_TR_021 PO d 2 Diagram 2 staking to a line vertically PO Pl P2 P3 PO GS09_TR_006 GSO9 Working with Reference Line Start point End point Target point Reference point with Design Ht 285 Di
164. irch Height Real Range 0 5 3 0 Condition Text Choicelist Good Dead Damaged Remark Text None Codelist Description A codelist is a collection of codes that can be used to describe surveyed points in the field Elements of a codelist e Code e Attributes GSO9 Managing Creating Editing Codes Codelists 61 Structure of a codelist Structure Example Codelist Codelist Code 1 Birch Attribute 1 1 1 Height Attribute Condition Attribute 1 1 20 Remark Code 2 Road Attribute 1 2 1 Material Attribute Code Codelist types System RAM codelist Job codelist A codelist stored in the System RAM of the CSO9 The collection of codes contained within the currently active job GSO9 Managing Creating Editing Codes Codelists 62 4 Managing Creating Editing Coord Systems 4 1 Overview of Coordinate Systems Description A coordinate system consists of up to five elements allows the conversion from WGS 1984 geodetic or cartesian coordinates to local carte Slan geodetic or grid coordinates and back can be attached to jobs can be manually defined can be computed in the field can be directly received from a reference network can be downloaded to LGO can be uploaded from LGO ea All GPS surveyed points are always stored as WGS 1984 geodetic coordinates regardless of the coordi
165. is different to that in which the points to be staked are stored For example the points to be staked are stored with local coordinates and the active coordinate system is WGS 1984 Point types It is possible to stake e Position only points e Height only points Points with full sets of coordinates Height source Heights can be taken into account from e the vertical component of a coordinate triplet e a Digital Terrain Model GSO9 Working with Stakeout 315 35 2 Starting the Program 10 21 viv e247 Access eee Stakeout Main Henu A starting the program 17 40 E dy 327 F Eo n E 7 Ge ja STAKEOUT J CONTEN Stakeout Job cm To accept the screen entries and continue Job Active job CONF F2 Coord System coord sys name To configure the program DATA F5 Codelist codelist name f To view edit and delete points stored with the job CSYS F6 To select a different coordinate system Not available for Use Auto CrdSys Yes configured in CONFIGURE Additional aft CONT CONF DATA CSY5 Rover Settings Field Description of Field Stakeout Job The job containing the points to be staked Job The active Job Points which are occupied after staking out are stored in this job The original points to be staked are not copied to this job Coord System The coordinate system currently attached to the selected Job Cannot be edited for Use Auto CrdSys Yes configured in CONFIGURE Addi
166. l 004 Pos amp Height is added to the list Accesses step 1 E DEL F4 To delete the highlighted point from the list MATCH F5 To change the type of match for a high aft CALC ADD DEL MATCH lighted point Column Description of Column The point ID of the points chosen for the calculation GSO9 Working with GPS Resection 271 Column Description of Column Match Step 3 Hees l checking GPS RESEC 15 Points local 001 local 002 local 003 local 004 The type of match to be made between the WGS84 and the known local point This information is used in the transformation calcula tion Position amp Height Position Only Height Only None removes the highlighted point from the transformation calcu lation but does not delete it from the list This can be used to help E13 G 4 the calculated residuals ki E PAHE a IERE improve residuals Mu To gals East m 0 007 0 015 STORE F1 To accept the screen entries and continue MORE F5 af To display information about height resid STORE MORE uals Column Points East GSO9 Working with GPS Resection Description of Column The point ID of the points used in the calculation The Easting residual If positions were not used in the transformation calculation then will be displayed 272 Column Description of Column North The Northing res
167. lete the current GPS and GLONASS almanac stored and to down aft CONT load new almanacs Field Description of Field GLONASS Defines if GLONASS satellite signals are accepted by the receiver when tracking satellites No Only GPS satellites are tracked Yes GPS and GLONASS satellites are tracked GSO9 Configuring the Satellite Settings 155 Field Description of Field GPS L2C Automatic or Always Track Defines if the L2C signal will be tracked The recommended setting is Automatic Cut Off Angle Sets the elevation in degrees Delow which satellite signals are not used and are not shown to be tracked Recommended setting for real time 10 GSO9 Configuring the Satellite Settings 156 19 Description Access Configuring the display Configuring the Screen Display The settings on this screen allow the screen appearance to be configured turn the notifica tion beeps on and off and define the behaviour of the keys The settings are stored on the CSO9 itself If CSO9 s are exchanged the settings stored on the new CSO9 apply 10 21 a C309 17 18 4 SE gt E CONFIGURE a 6 9 Fa x Screen Illum Key Illum Off 4 Contrast A 50 Heating Off 4 CONT F1 To accept the screen entries and continue aft PAGE F6 CONT PAGE To change to the next page on the screen Field Description of Field Screen
168. llipsoid ait DEL F4 CONT NEW EDIT DEL To delete the highlighted ellipsoid SHIFT SET D F4 To turn the highlighted ellipsoid into a user defined default ellipsoid stored in the CSO9 SHIFT DEFLT F5 To recall the deleted default ellipsoids GSO9 Managing Creating Editing Coord Systems 75 4 5 2 Access step by step Creating Editing an ellipsoid step by step GSO9 Managing Creating Editing Coord Systems Creating Editing a Ellipsoid Step l Description 10 21 a amp y 11 esog 13 G7 E In MANAGE Coordinate Systems highlight a coordinate system to be edited U1 NANI WwWIN EDIT F3 to access MANAGE Edit Coordinate System In MANAGE Edit Coordinate System highlight Ellipsoid ENTER to access MANAGE Ellipsoids Step Description In MANAGE Ellipsoids highlight an ellipsoid When creating a new ellipsoid a copy of this ellipsoid is taken for further config urations NEW F2 or EDIT F3 MANAGE New Ellipsoid or MANAGE Edit Ellipsoid Name A unique name for the new ellipsoid A name is mandatory and may be up to 16 characters long and may include spaces Axis a The semi major axis a 1 f The reciprocal value of flattening f Enter a name STORE F1 stores the ellipsoid and returns to MANAGE Ellipsoids 76 4 6 4 6 1 ee Access step by step Projections Accessing Projection Management MANAGE Projections cannot be ac
169. mation Is referred to WGS 1984 Is the default coordinate system on a CSO9 It is not possible to manually create a coordinate system called WGS 1984 The active coordinate system is the one attached to the job currently being used One coor dinate system Is always considered as the active coordinate system For Use Auto CrdSys Yes configured in CONFIGURE Additional Rover Settings the coor dinate system Is directly received from a reference network It is not possible to delete this coordinate system when it Is active Refer to The active coordinate system GSO9 Managing Creating Editing Coord Systems 65 4 2 Access ee Managing coordinate systems Accessing Coordinate System Management 10 21 a q1 go sa Fei Ble Main Henu For Use Auto CrdSys Yes configured in CONFIGURE Additional Rover Settings the coor dinate system management can only be accessed by selecting Main Menu Tr 38 MANAGE Coordinate Systems Listed are all coordinate systems stored in the database DB X Any unavailable information is shown as coord sys name Classic 3D CONT F1 To select a coordinate system and continue The selected coordinate system will be attached to the active Job NEW F2 To create a coordinate system manually af EDIT F3 CONT NEW EDIT DEL HORE To edit the highlighted coordinate system DEL F4 To delete the highlighted coordinate system This is not possible when the high light
170. minimum and maximum allowed input values The minimum and maximum allowed input values for a radio depend on the number of chan nels supported by the radio and the spacing between the chan nels Type in the radio channel Actual Freq e The actual frequency of the radio Only available for the Satelline 3AS radio GSO9 Configuring the Radio Channel 124 16 16 1 ee Description Access Configuring Interfaces Configuring the Interfaces Overview of Interfaces The configuration of the Interfaces requires the purchase of the RTK network access option Refer to 21 Using the Tools Activating Licence Keys The real time interface allows real time related parameters to be configured 1 19 CONFIGURE Interface ort Dewi Ci e Real Time IFR 300L Internet CONT F1 To accept the screen entries and continue EDIT F3 To configure the parameters related to the highlighted interface Refer to the sections on each individual interface below CTRL F4 To configure additional parameters for af CONT EDIT CTRL example changing channels of radios GSO9 Configuring the Interfaces 125 16 2 Access Step 1 Configuring Real Time Mode Configuring of a Rover Real Time Interface 10 21 ea fy E211 ie csog 13 G7 Ser IEEE kp N p CONFIGURE F oca AA Fs Mi CONT iF TARERE x F1 To accept the screen entries and continue K Time Hode
171. mpactFlash card of the CSO9 controller Once the card Is back in the controller the DXF import program can be used to bring the lines into the job Refer to Importing Data to a 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 task of transferring several lines into a single job quick and efficient 0S Refer to Appendix C Directory Structure of the Memory Device for the placements of the data files on the CompactFlash card GSO9 Working with Reference Line 292 Diagram Basic rules for polyline stakeout P3 P6 P7 P8 BOP Beginning of project PC Beginning of curve RP Radius point PT End of curve PI Point of intersection AP Angle point EOP End of project BOP Beginning of project PC Beginning of curve PI Point of intersection PT End of curve AP B Angle point back tangent BP Bisected point AP F Angle point forward tangent EOP End of project General terms Curve Curve segment Extension Line extension MCP Mid curve point Straight Straight segment GSO9 Working with Reference Line 293 Step 1 Choosing the Polyline The Lines Areas page allows for a tabular selection of a polyline Lines can be either 2D or 3D depending on the data and are shown as such 16 14 4 i ea REFLINE Choose polyline frag A Lines Areas
172. n iL ERE a Ad a F4 This softkey is blank F5 To convert degrees into radians F6 To convert radians into degrees 15 D lt D RECT a A press to access the next level F1 Conversion of rectangular coordinates into polar coordinates The y coordinate must be visible in Y and the x coordinate in X when pressing this key The angle is displayed in Y and the distance in X F2 Conversion of polar coordinates into rectangular coordinates The angle must be visible in Y and the distance in X when pressing this key The y coordinate is displayed in Y the x coordinate in X GSO9 Using the Tools Calculating with Calculator 177 Description of Softkey SORT A ro D lt F3 To calculate d X F4 To calculate X 2 F5 To calculate inverse X a F6 To calculate Y Level 6 LOG _ press to access the next level F1 To calculate the log1 91 F2 To calculate 10 EEE sal os a F3 To calculate the loga F4 To calculate alX F5 This softkey is blank EL Level 7 310 3 _ F6 To calculate cy press Q to access the first level F1 To store X to the memory Up to ten values can be stored A T m Kcr Y F2 To recall a value for X from the memory Up to ten values can be recalled F3 To swap the values for X
173. n Access Formatting Using the Tools Formatting Objects Allows the CF card the System RAM and the application programs memory to be formatted All data will be erased 10 21 i fain ten n o Tf 21 meee ty E g w E TOOLS MEE PES n i Hemory Device CF Card CONT F1 To format a memory device PROGS F4 To format the programs memory SYSTM F5 To format System RAM memory If the System RAM is formatted all system data such as almanac user defined antennas codelists geoid field files and CSCS field Aft CONT PROGS SYSTH files will be lost Description of Field Memory Device The type of memory to be formatted Data will be fully deleted GSO9 Using the Tools Formatting Objects 182 24 Description Access Transfer Objects Menu Using the Tools Transferring Objects This chapter describes the basic procedure for transferring objects between the Compact Flash card and the System RAM Refer to Appendix C Directory Structure of the Memory Device for information about file types and locations of files on the CF card Transfer Ste aT Codelists Configuration Sets 03 Coordinate Systems 04 Geoid Field Files 05 CSCS Field Files 06 Format Files 0 amp 6 Hodem GSH Stations 09 IP Hosts Ait CONT F1 CONT To select an object for transfer GSO9 Using the Tools Transferring Objects 183 Transferring From To Codelist
174. n management ACCESS cceceeeeeceeeeeeeeeeeeeeees 77 PRO CCH ONS saii aaa a 77 Properties FUIGGIEMMDONMA LS panene a a E 346 Protected option 5 Hz update rate soca giccncvucadaredisaddiasczedurmicamencertenc 168 KANUR TK TINO O eorn noin E 168 Bluetooth functionality cc cintacatetetainseteduamtninwctes acces 168 Extended OWI messages cccecceceeceeeeeeeeeceeeeees 168 GOIN A Sos cite ie a cae tone 168 Raw data 9 2221 1 ene eee ee ne ere mere een 169 RTCM CMR data input vixeiivesicteiwndsondestyoninentaseiauns 169 RIK NEtWOFkK ACCESS erai i a e a E 168 Unlimited RTK range s ssssnnonnnonsnsnenerersnsrnrsrsrererene 168 Protected program DTS taKEOUT Girne a nu a e a a 168 Reference LINE rererere eere 168 ROGCRUNNEL sitnine a 168 Volume Calculations ccccceceececseceeeeeeeeeeeeeeeeeeaes 168 PO a een ren aesiastonen saa osesaeease res eee eee ae 185 Q TS GIFS Cs aaa E hala tetealeaes 164 R Rai UNINC SUGLUS orsa 213 Recall ASCII import settings cccccececceceeceeeeceeseeeeseeees 102 Default Auto points display mask settings 06 343 Display mask settings ccecceceec eee eeeeeeeeeeeeeees 112 Deleted default Coordinate system ccccccecceceececeeceeseceeseeeeeeees 67 EMD SOIC coieituan dei doid k 75 PrOJECE OM arni deers 78 Rectified Skewed Orthomorphic projection 005 80 REF rs Sc eee ene See ene eee 38 Residual GSO9 Index Distribution through
175. n parameters A transformation consists of a number of shifts rotations and scale factors depending on the type of transformation used Not all of these parameters are always required These Darameters may already be known or may need to be computed Description of transformations A Onestep transformation is provided on CSO9 GSO9 Working with Determine Coord System 243 Characteristic Principle Description Transforms coordinates directly from WGS 1984 to local grid and vice versa without knowledge about the local ellipsoid or the map projec tion Procedure 1 The WGS 1984 coordinates are projected onto a temporary Transverse Mercator projection The central meridian of this projection passes through the centre of gravity of the common control points 2 The results of 1 are preliminary grid coordinates for the WGS 1984 points 3 These preliminary grid coordinates are matched with the local grid control points in order to compute the Easting and Northing shifts the rotation and the scale factor between these two sets of points This is Known as a classic 2D transformation 4 The height transformation is a single dimension height approxi mation Positions and heights The position and height transformations are separated Use GSO9 Working with Determine Coord System When measurements are to be forced to tie in with local existing control For example A site where the coordinates of the control po
176. n the selected Job 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 IF the survey is THEN to survey points press CONT F1 and proceed to the Survey page to survey auto points S S press CONT F1 and proceed to the Auto page The arrow at the real time device and real time status icon flashes when real time messages are being received Fixing ambiguity begins The current position status is indicated by the position status icon When working with code only corrections an ambiguity solution is not attempted The position mode icon is the moving icon This indicates that the antenna can be moved around and that no static observations are being recorded 333 36 2 Surveying points GSO9 Working with Survey Surveying the Points 10 43 SURVEY Point 1D Antenna Ht Code 3D C lt None gt 4H 0 01 mF OCUPY H PNT rn OCUPY F1 To start measuring a point The position mode icon changes to the static icon F1 changes to STOP STOP F1 To end measuring a point when enough data is collected When Auto STOP Yes in CONFIGURE Point Occupation Settings the measurement ends automatically as defined by the stop criteria The position mode icon changes to the moving icon F1 ch
177. n this screen Field Description of Field Point ID Output The point ID of the point staked GSO9 Working with Reference Line 300 Field Description of Field Code Meas Chainage 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 Output The chainage measured at the staked point Meas Offset Output The offset from the polyline measured at the staked point Design Ht Output Allows input of the design height of the target point The suggested value for the Design Ht is as configured in the Heights field in REFLINE Configuration Heights page Meas Ht Output The height measured at the staked point GSO9 Working with Reference Line 301 33 6 Configuring the Program Configuring orientation 17 50 REFLINE E p x Checks Polyline r General Orientate To North mg CONT F1 To accept the screen entries and continue PAGE F6 Use Chainages No af To change to another page on the screen SHIFT ABOUT F5 To display information about the applica tion program name the version number the date of the version the copyright and aft CONT PAGE the article number Field Descript
178. nate system being used Using a different coordinate system converts the coor dinates displayed on the screen but does not convert and restore the coordinate values in the database DB X Oe One coordinate system can be attached to a job at one time This coordinate system remains attached to the Job unless it is changed Elements of a The five elements which define a coordinate system are coordinate system a transformation a projection an ellipsoid a geoid model a Country Specific Coordinate System model GSO9 Managing Creating Editing Coord Systems 63 WGS 1984 cartesian X Y Z WGS 1984 ellipsoid WGS 1984 geodetic Latitude longitude ellipsoidal height 7 Parameter transformation dX dY dZ rx ry rz scale Local cartesian X Y Z Local ellipsoid Local geodetic Latitude longitude ellip soidal height Local projection Local grid Easting Northing orthometric height GS09_TR_016 All these elements can be specified when creating a coordinate system GSO9 Managing Creating Editing Coord Systems 64 The default coordinate system The WGS 1984 coordinate system The active coordinate system The RTCM coordinate system The default coordinate system Is WGS 1984 It cannot be deleted Additional default coordinate systems may be available for certain countries WGS 1984 is the global geocentric datum to which all GPS positioning infor
179. nce Convert Data Copy points between jobs Survey Cross Section on System1200 GPS or TPS Hidden point measurements Double Bearing Hidden point measurements Double Distance GPS or TPS GP GSI File Convert Data Import ASCII GSI Data to Job GPS or TPS Hidden Point Hidden Point auxiliary points TPS Intsct Brg Brg Intsct Brg Dst COGO Intersection Bearing Bearing COGO Intersection Bearing Distance GPS or TPS 41 GSO9 Managing Creating Editing Points Data Lines Areas GPS or TPS Line Offset Pt Line Segmt Pt None COGO Line Calculation Offset Point GPS or TPS COGO Line Calculation Segmentation GPS or TPS No information on the source Is available Source Originated from application program func Instrument tionality source Intsct Dst Dst COGO Intersection Distance Distance GPS or TPS Intsct 4 Pts COGO Intersection By points GPS or TPS LandXML Design to Field in LGO converting data from LGO LandXML software to be used in the field Line Base Pt COGO Line Calculation Base Point GPS or TPS GPS or TPS RefLine Grid Reference Line staked out In a defined grid GPS or TPS RefLine Meas Reference Line measured GPS or TPS RefLine Poly RefLine Stake Reference Line staked out relative to a polyline Reference Line staked out GPS or TPS GPS or TPS Ref Plane Meas Refe
180. nces between the target point and the reference point for reference lines PO Start point P1 End point PO P2 Target point Gs09_1 020 P3 Reference point GSO9 Working with Reference Line 275 33 2 Starting the Program 10 21 am gA Access amp zl Reference Line Main Menu A starting the program 17 59 hyp TN p S E REFLINE Y 7 s7 A a x CONT F1 Control Job F 7 To accept the screen entries and continue Job Active job lt p CONF F2 Coord System coord sys name To configure the program DATA F4 Codelist codelist name To view edit and delete points stored with the job CSYS F6 To select a different coordinate system Not available for Use Auto CrdSys Yes configured in CONFIGURE Additional aft CONT CONF DATA CSY5 Rover Settings Field Description of Field Control Job The original points to be staked are stored in this Job Points to define reference lines arcs are also taken from this Job Job The active Job Polylines are stored in this job Points which are occu pied after staking out are stored in this job The original points to be Staked are not copied to this job Coord System The coordinate system currently attached to the selected Job Cannot be edited for Use Auto CrdSys Yes configured in CONFIGURE Addi tional Rover Settings GSO9 Working with Reference Line 276 Field Description of Field Codelist B selecting an opt
181. nces message 1016 Geometric Correction Differences message 1029 Unicode Text String message Pseudorange and phase range values for L1 and L2 Depending on the type of receiver the data for Ll only or for L1 and L2 are sent out Accuracy at the rover For Ll only 0 25 1 mrms GSO9 Configuring the Interfaces 128 Field Description of Field e ForLl and L2 1 5 cm rms after a successful ambiguity resolution RTCM 1 2 v2 Message according to RTCM version 2 x Differential and delta differential GPS corrections Message 3 Is also generated Use for DGPS applications Accuracy at the rover 0 25 1 mrms RTCM 9 2 v2 Message according to RTCM version 2 x GPS partial correction set and delta differential GPS corrections Message 3 is also generated Use for DGPS applications with a slow data link in the presence of Interference Accuracy at the rover 0 25 1 mrms RTCM 18 19 v2 Message according to RTCM version 2 x Uncorrected carrier phase and pseudorange Message 3 is also generated Use for real time operations where the ambiguities will be resolved at the rover Accuracy at the rover 1 5 cmrms after a successful ambiguity resolution RTCM 20 21 v2 Message according to RTCM version 2 x Real time carrier phase corrections and high accuracy pseudorange corrections Message 3 is also generated Use for real time operations Accuracy at the rover 1 5 cm rms after a successful ambiguity resolution RTCM
182. nd measuring the point being staked When Auto STOP Yes in CONFIGURE Point Occupation Settings recording of posi tions ends automatically as defined by the stop criteria The position mode icon changes to the moving icon F1 changes to STORE atl STORE F1 OCUPY 3DCQ REVRS PREV NEXT PAGE To store the measured point When Auto STORE Yes in CONFIGURE Point Occupa tion Settings the measured point is stored automatically F1 changes to OCUPY 3DCQ F2 ELEV F2 To change between the current 3D coordi nate quality of the computed position or the current PDOP of the autonomous solu tion and the design height REVRS F3 To reverse the graphical display top to bottom A reversed graphical display can be used when the point to be staked lies behind the current position GSO9 Working with Reference Line 297 PREV F4 To decrease the chainage value down chainage by the defined chainage interval Chainage Inc NEXT F5 To increase the chainage value up chainage by the defined chainage interval Chainage Inc PAGE F6 To change to another page on this screen SHIFT CONF F2 To configure reference line Refer to 33 6 Configuring the Program Field Description of Field First line on screen User input The point ID of the point to be staked Editable hA User input The default antenna height as defined in the active configuration set is suggested Third line on scre
183. ng the Tools Field to Office 186 26 Using the Tools Uploading Software 191 27 Using the Tools Viewing Data 194 28 Understanding MapView 197 28 1 Overview of MapView 197 28 2 Configuring MapView 199 28 3 MapView Components The Softkeys 203 28 4 MapView Components The Screen Area 204 28 5 MapView Components The Toolbar 205 6 28 6 MapView Components The Point Symbols 206 29 Understanding HOT Keys USER key STATUS Key 207 29 1 The HOT Keys 207 29 2 The USER Key 208 29 3 The STATUS Key 209 29 3 1 The Status Menu 209 29 3 2 Status Satellite Information 210 29 3 3 Status Real Time Data Input 213 29 3 4 Status Current Antenna Position 217 29 3 5 Status Battery Level and Memory Usage 219 29 3 6 Status System Information 221 29 3 7 Status Radio Information 222 PART 2 The Applications 30 Working with COGO 224 30 1 An Overview of the Program 224 30 2 Starting the Program 225 30 3 Calculating with Inverse 228 30 4 Calculating with Intersections 230 30 5 Calculating with Lines 235 30 6 Calculating with Arcs 238 30 7 Configuring the Program 242 31 Working with Determine Coord System 243 S11 An Overview of the Program 243 31 2 Starting the Program 248 GSO9 Table of Contents 7 GSO9 Table of Contents 31 3 Determining a New Coord System using the Normal Method 250 31 4 Updating an Existing Coord System using the Normal Method 258 31 5 Determining a New Coord System using the One Pt Local Method 25
184. niaipepesiensncabensneosneoes 32 AD SNES Sr aE E E 38 Almanac file directory cccecceceeceeeeceeseceseeeeeeeeeees 370 A SVS sacarcclaciscionceroonemsohepteshipsmuansterersplaepeMewnsea toscouenes 370 Angle display format cccccecceceeceeseeeeeeeeeeeeeeeeeaeees 162 Antenna Set default height cnicisaninnainsoreusieunonuaiunabauinnioadentias 106 Antenna file directory cccecceceeceeeeceececeeseeeeseeeeees 371 Application program file directory cccceeeeeeeeee eens 371 Application programs Memory ccccseceeseeeeseeeeeeeneees 369 Application programs memory formatting 182 Arc reference oo ccceccececceceececeeceececeeceececeeseceesueaeseeseees 274 Area EE E Serene cence een ee ee en nn ane ee ere eee 28 DISSE 19 a LE EPOE E E E A 31 PICKS E EA N EN E 36 OO EE E EEE 36 Arrow orientate to Reference LING 20 ccccecceceeceececceceecececueeecueeeseeseeaes 303 ASCII EXPONE ONNO guconsercieteasteisieicieseinisintcinacinieienunicsenets 93 MPOC TOMOT sers 100 ASCII file Directory for import export to from job 370 ASCII files directory ea dacuinesaniinesanannnnwammwananemmwivinescennemncs 371 GSO9 Index Attribute Description esate icine ataeteedenaneapiaaouenaaaumounawentenoutenisianbid 59 Type iN NOW cc eccececceceececeeceeeeceececeeceeceseeseeaeseeausenees 53 Attribute type sienisacsnancnaiaaiiwansanswenevenstiuusdeunsewandiangnwnnins 60 Attrib
185. nna height can still be changed during a survey Vert Offset e The vertical antenna offset for the selected antenna Comm e The communication medium between CSO9 and GSO9Y GSO9 Configuring the Antenna 106 Field Description of Field e Bluetooth Use this setting if CSO9 will be connected to GSO9 via Bluetooth e USB Cable Use this setting if CSO9 will be connected to GSO9 via Cable ID Address e The ID address of GSO9 to be used GSO9 Configuring the Antenna 107 7 Configuring the Codes and their Attributes Description The settings on this screen define the method of coding Refer to 3 Managing Creating Editing Codes Codelists for a complete description of coding tes Eii ome Access l coo ARS Db EN Main Henu Configuring 17 17 ty I m E CONFIGURE a val SO Coding x Attributes Default Yalues pi Themate Codes With Codelist 4 aft CONT F1 CONT To accept the screen entries and continue Field Description of Field Attributes e Determines the attribute values displayed under certain circum stances This is applicable to both the storing and displaying of attribute values e Default Values When available the default attribute values as stored in the job are displayed and stored GSO9 Configuring the Codes and their Attributes 108 Field Description of Field e Last Used When available the last used attribute valu
186. ns Customised projection Certain fixed projections which cannot be defined by any of the following options 78 Column Option Trans Mercator UTM Obliq Mercator Mercator Lambert 1 Para Lambert 2 Para Cassini Soldn GSO9 Managing Creating Editing Coord Systems Description of Column Transverse Mercator Conformal projection onto a cylinder with its axis lying on the equatorial plane The cylinder is tangential to a meridian Universal Transverse Mercator Transverse Mercator projection with fixed zone defining constants The central meridian is selected automatically according to the selected zone number Oblique Mercator Oblique Mercator Conformal projection onto a cylinder The cylinder is tangent to any circle other than the equator or a meridian Mercator Conformal projection onto a cylinder with its axis lying on a meridian plane The cylinder is tangent to the sphere along the equator Lambert 1 Parallel Conformal projection onto a cone with its axis coinciding with the z axis of the ellipsoid Lambert 2 Parallel Conformal projection onto a cone with its axis coinciding with the z axis of the ellipsoid The cone is secant to the sphere Soldner Cassini Projection onto a cylinder It is neither equal area nor conformal The scale is true along the central meridian and along lines perpendic ular to central meridian 79 Column Option Polar Stereo Double Stereo RS
187. nt Antenna Position This screen shows information related to the current antenna position and the speed of the antenna The baseline vector is also shown MapView shows the current position in a graph ical format Softkey Description of Softkey CONT F1 To return to the Main Menu screen COORD F2 To view other coordinate types PAGE F6 To change to another page on the screen Field Description of Field Local Time The local time Pos Latency The latency of the computed position Latency is mainly due to time required for data transfer and computation of position Depends on the use of the prediction mode Pos Quality and Ht Quality HDOP and VDOP Available for phase fixed and code only solutions The 2D coordinate and height quality of the computed position Refer to 2 8 Termi nology for information on coordinate quality Available for navigated solutions Information on the baseline vector Is displayed Description of Field Horizontal The speed over ground in the horizontal direction GSO9 Understanding HOT Keys USER key STATUS Key 217 Field Description of Field On Bearing Available for local coordinate systems The bearing for the horizontal direction related to the North direction of the active coordinate system Vertical The vertical component of the actual velocity 218 GSO9 Understanding HOT Keys USER key STATUS Key 29 3 5 The B
188. nue Normal CONF F2 To configure the program CSYS F6 To choose a coordinate system to edit Only available for Method Normal Description of Field e A unique name for the coordinate system The name may be up to 16 characters in length and may include spaces e Entering the name of a coordinate system will allow that existing system to be updated e The job from which the points with WGS84 coordinates will be taken e The job from which the points with local coordinates will be taken e Method used to determine the coordinate system GSO9 Working with Determine Coord System 248 Field Description of Field e Normal One or more control points for both the WGS 1984 and the local datum e One Pt Localistn One control point for both the WGS 1984 and the local datum B selecting method far eer E THEN Normal One Pt Localistn e to determine a new coordinate system e enter the name of the new coordinate system e select the appropriate jobs e select Method Normal and continue with sec 31 3 e to update an existing coordinate system e enter the name of the existing coordinate system or press CSYS F6 to select the existing coordinate system e select the appropriate jobs e select Method Normal and continue with sec 31 4 e to determine a new coordinate system e enter the name of the new coordinate system e select the appropriate jobs e select Method One Pt
189. o is connected Firmware The version number of the firmware Channel The radio channel Actual Freq The actual set frequency of the radio Signal Indication of strength of received radio signal GSO9 Understanding HOT Keys USER key STATUS Key 222 PART 2 The Applications GSO9 PART 2 The Applications 223 30 Working with COGO 30 1 An Overview of the Program Description COGO is a program to perform COordinate GeOmetry calculations This program calculates point coordinates bearings between points and distances between points It is a program for calculating rather than for measuring ae Changing the coordinates of a point which has been previously used in a COGO calculation does not result in a previously calculated point being re computed GSO9 Working with COGO 224 30 2 Starting the Program 10 21 viv e247 Access eee a COCO Main Henu A starting the program 19 14 ee S E COGO 7 cr Bal Fs ont iri COGO Begin x F1 Job To accept the screen entries and continue CONF F2 Coord System coord sys name To configure the program DATA F5 To view edit and delete points stored with the job CSYS F6 To select a different coordinate system Not available for Use Auto CrdSys Yes configured in CONFIGURE Additional aft CONT CONF DATA CSY5 Rover Settings Codelist codelist name Field Description of Field Job e The a
190. obs highlight a job DATA F5 to access MANAGE Data Job Name Step Description 1 MANAGE Data Job Name Lines page 2 NEW F2 to access MANAGE New Line GSO9 Managing Creating Editing Points Data Lines Areas 28 Step Description MANAGE New Line General page Type in a number for the line select the points to be stored with the line and select a line style if necessary Pts to Store The type of points which are used to form the line during a survey Select between all points measured points auto points and offset points of type l or 2 Line Style This is the line style in which lines areas are represented in MapView and LGO For Line Code lt None gt on the Code page a line style can be selected from a choicelist Otherwise the line style as defined for the selected line code is shown PAGE F6 changes to the Code page MANAGE New Line Code page The setting for Thematc Codes in CONFIGURE Coding amp Linework determines the availability of the subsequent fields and softkeys e For Thematc Codes With Codelist The codes from the job codelist are used Line Code All line codes of the job codelist can be selected The description of the code is shown as an output field The line style is shown as defined for the selected line code It is the style in which lines areas are represented in MapView and LGO For Line Code lt None it can be changed
191. odem station list from GSO9 fil GPS Language files S55 SYSTEM Licence file key SYSTEM Logfiles created from application programs log DATA TPS configuration files xfg CONFIG System files System ram SYSTEM Custom ASCII file LEICA Geo Office Export cst DATA Comma separated variables text file format ASCII csv DATA Internet interface should be configured and connected prior to using this function Field Description of Field Host e User input In order to get access to the Internet a host name is required This host name Identifies the receiver in the Internet TCP IP Port e User input Port to be used Any number between O and 65535 Is valid User ID e User input The User ID allows connection to the ftp site If no value is typed in then the instrument logs into the FTP server anonymously GSO9 Using the Tools Field to Office 187 TOOLS Field to Office Transfer Field page Field Description of Field Password e User input The password to get access to the ftp site The next step IF the task is THEN to connect to the CONEC F1 Once the connection to the FTP server is established FTP server entered TOOLS Field to Office Transfer Field page is displayed Refer to TOOLS Field to Office Transfer Field page to exit the screen SHIFT QUIT F6 The files and folders on the CompactFlash Card of the instrument are displayed including
192. om WGS84 Pts Job and Local Pts Job The number of control points matched between both jobs is indicated in the title Unless there IS no pair of matching points in the list all softkeys are available Step 4 HEE checking the residuals iare SE Step d Check Residuals WhSo4 Pts East m 0 050 CONT F1 To accept the screen entries and continue RESLT F3 To view results of the transformation MORE F5 To display information about height resid At CONT RESLT MORE uals GSO9 Working with Determine Coord System 253 Column Description of Column WGS84 Pts The point ID of the points chosen from WGS84 Pts Job East The Easting residual If positions were not used in the transformation calculation then will be displayed North The Northing residual If positions were not used in the transforma tion calculation then will be displayed Height The Height residual If heights were not used in the transformation calculation then will be displayed Indicates residuals that exceed the residual limit defined in DET C SYS Configuration Residuals page Indicates the largest residual in East North and Height The next step IF the residuals are unacceptable the transformation results are to be checked the residuals are acceptable GSO9 Working with Determine Coord System THEN press ESC to return to step 3 Matched points can be edited deleted or temp
193. onfiguring an Access to the Internet e Firmware v7 60 or higher must be loaded on the CSO9 To access to the Internet with a GSO9 receiver General Packed Radio System devices will normally be used GPRS is a telecommunication standard for transmitting data packages using the Internet Protocol IP A GPRS device can be connected in a clip on housing Step Description l 10 21 I amp n a 3 CONT F1 esog ia GF j Highlight Internet and EDIT F3 to access CONFIGURE Internet Interface CONFIGURE Internet Interface Internet Yes IP Address Dynamic User ID Some providers ask for a user ID to allow connecting to the Internet via GPRS Contact your provider if a user ID needs to be used Password Some providers ask for a password to allow connecting to the Internet via GPRS Contact your provider if a password needs to be used CONT F1 to return to CONFIGURE Interfaces CTRL F4 to access CONFIGURE GPRS Internet Connection 6 CONFIGURE GPRS Internet Connection GSO9 Configuring NTRIP via Internet 148 Step Description APN Available for some devices The Access Point Name of a server from the network provider which allows access to data services Contact your provider to get the correct APN Mandatory for using GPRS GSO9 Configuring NTRIP via Internet CODES F3 Available for digital cellular phones of GSM technology To enter the Personal Identification Number of the SIM c
194. or CSCS field files with the extension csc is DATA GPS CSCS GSO9 Managing Creating Editing Coord Systems 87 4 9 Terminology Description This chapter describes technical terms related to coordinate system management Transformation Refer to 4 1 Overview of Coordinate Systems for information on transformations Geoid model Description GPS operates on the WGS 1984 ellipsoid and all heights obtained by measuring baselines are ellipsoidal heights Existing heights are usually orthometric heights also called height above the geoid height above mean sea level or levelled height The mean sea level corresponds to a surface known as the geoid The relation between ellipsoidal height and orthometric height is Orthometric Height Ellipsoidal Height Geoid Separation N PO N dl a WGS 1984 ellipsoid b Geoid T W PO Measured point dl Ellipsoidal height d2 Geoid separation N is negative when the einai geoid is below the ellipsoid GSO9 Managing Creating Editing Coord Systems 88 Geoid field file CSCS model N value and geoid model The geoid separation N value is the distance between the geoid and the reference ellip soid It may refer to the WGS 1984 or to the local ellipsoid It is not a constant except over maybe small flat areas such as 5 km x 5 km Therefore it is necessary to model the N value in order to obtain accurate orthometric heights The modelled N values form a geoid model for an area Wi
195. or the attribute value The name of Attribute n can be edited and an attribute value can De typed in STORE F1 stores the changes and returns to MANAGE Data Job Name Lines Dage An edited line retains the creation value for Start Time The value for End Time changes when a point was added to the line GSO9 Managing Creating Editing Points Data Lines Areas 33 2 6 Viewing the Data Log Description A list of all objects and free codes in the active job is displayed in order of time Access step by step Step en l 10 21 EFE 0g ret EO In Sr highlight a job DATA F5 to access MANAGE Data Job Name Points page SHIFT LOG F4 to access MANAGE Data Log Job Name Viewing the data log 17 12 In the column Data Record all points lines and MANAGE areas as well as free codes stored within the Data Log job name X active job are displayed They are always Data Record p eieemeas sorted by time with the most recent record at Li nen the top For lines and areas the value for Start Point Time is relevant Point Point CONT F1 Point To accept the screen entries and continue Line NEW F2 Point To insert a free code below this means Point timewise before the currently highlighted it i object or record The functionality of CONT _NEW EDIT _DEL NORE inserting a free code Is identical to the functionality of entering a free code during a survey GSO9
196. orarily removed from the list and the transformation recalcu lated press RESLT F3 to display the transformation results Results of the transformation between the WGS 1984 datum and the local datum are shown for each of the transformation parameters press CONT F1 to continue to step 5 254 Transformation Results DERE LET C oro Transformation Results Fositi on Height Shift dX 251694 1695 m Shift dY 756810 6695 m Rotation 0 00000 Scale 74 3342 ppm Rot Orig xX 4 2762 m Rot Orig Y 5 8048 m at CONT SCALE RHS PAGE CONT F1 To return to step 4 SCALE F4 or PPM F4 Available on the Position page To switch between Scale displaying the true scale and displaying the ppm RMS F5 or PARAM F5 To switch between the root mean square values of the parameters and the actual Darameter values PAGE F6 To change to another page on the screen Field Description of Fields for the Position page Shift dX Shift in X direction Shift dY Shift in Y direction Rotation Rotation of transformation Scale Scale factor used in transformation Either true scale or ppm Rot Orig X Position in the X direction of the origin of rotation Rot Orig Y Position in the Y direction of the origin of rotation Field Description of Fields for the Height page Slope in X Tilt of the transformation in the X direction GSO9 Working with Determine Coord System 2
197. oriz Dist AHeight GSO9 Working with Survey Hidden points The grade from the known point to the hidden point is automatically computed from the slope distance and the elevation angle The value for Grade can be typed in instead of the value for Elev Angle Then Elev Angle is computed automatically The horizontal distance from the known point to the hidden point is automatically computed from the slope distance and the elevation angle Available if using heights is configured The height difference between the known point and the hidden point is automatically computed from the slope distance and the elevation angle 361 GSO9 Working with Survey Hidden points 362 37 6 Configuring the Program Configuring 17 99 HIDDEN PT Defilt Hethod Est Pos Qity Compute Ht Est Ht lty 0 300 m Yes 4 To accept the screen entries and continue SHIFT ABOUT F5 To display information about the program name the version number the date of the version the copyright and the article at CONT number Field Defit Method GSO9 Working with Survey Hidden points Description of Field Choicelist The hidden point measurement method Brng amp Distance The distance and the bearing from the known point to the hidden point are to be determined An auxiliary point helps compute the Dearing which might not be known The auxiliary point may be measured in the direction from the known point to th
198. osition This is the known point for the calculation of the hidden point Point A The point ID of the current position This is the first known point for the calculation of the hidden point Point B The point ID of the current position This is the second known point for the calculation of the hidden point GSO9 Working with Survey Hidden points 354 Field Description of Field Azimuth The azimuth from Point to the hidden point Horiz Dist AHeight The horizontal distance from Point to the hidden point The positive or negative height difference between the centre of the hidden point measurement device and the target point For hidden point measurement methods using two known points AHeight must be determined from each known point AHeight can also be computed using SLOPE F5 Chainage Offset Location Chainage from The chainage from one known point along the line between the two known points Looking from the point selected in Chainage From a positive chainage is towards the second known point A negative chainage is into the opposite direction of the second known point The offset of the hidden point to the line between the two known points The location of the hidden point relative to the line from Point A to Point B The point from where the chainage has been measured GSO9 Working with Survey Hidden points 355 37 4 37 4 1 Starting Description
199. out transformation area 267 PUI EELEE E E E ERETTE etna Nada nee ae autem ean 45 ROOL Mean SGUIO tance on eat eles 45 Rotate MapVIeW a ciichsinsnvabuitintedanaacassaniasituassaaneaasesebes 201 FORINT manaia aA 171 ROO EO CIO ierre TE 80 S IN E E A T A T EE 210 Satellite Settings GPS O OLONASS saia xteatet steuieuiis 155 CPSC ea E tas chen eacaniainscuieatnieions 156 EEE E AE E T E T E 155 Satellites Number used in solution ssnsnenenononenenererererernrnnne 213 SOLOS aa E E 155 IUS aaea 210 Scale transformation results cccecceeeeceeeeeeeseeeeees 255 Screen CORAS E vana e 158 FMS EEE sr A 158 HUMINA ON eai spebemsekeceeeebseauebeseee tee ea 157 Select BTM AV Cl aiana eewbeubimeten etre 318 SC WMUIMIDGN oesie eE aeni e E 221 SET D Coordinate system lt ssstutatadadctedadaatembulabetsnatena berets nnn 67 EDS ONGL sapessa a a A 75 PrOJEC UOI eriein E 78 Pa STORM O dactonctansetes cascsescnsscetsaseaeenaetoeragenne es 71 Signal tO NOISE ratio ccc eccec sec eeceeeeceeeeeeeaeeeeaeeneeeenees 210 384 SINGS POM E POSION ssanie A 206 SIG DIGG a a T E 211 Slope Distance Hidden point measurements cccceeeeeneeeeeees 360 SIOE MUMIDEl riria ae E a O 210 SMart COS ivii A NO O Aa 339 COMMON siiri ue aston tye ania osiadinibwlsbnaaeutaly 339 SUIVEVINE DOITS aruis rini e a bats 335 Smoothing heights 2 0 cece cee ee cece eee eceeeeeeeceeeeeeeaeeeeaeeaes 127 SOKO Gage ee EE Pe ae n
200. oy a a 219 Memory types assssssessssssersssreresrerrrrerrrrrrernrrrrsrnrnrernene 369 Menu tree ooo cccccececececceeececeseeeeaeaeeeseseseeuseeaeaeeeseeaeeeans 365 Mercator projection 1iss0 sosedacisdaceideededededadidddedadaditedatadies 79 Mode Calculator srini 171 Molodensky Badekas cccscsececcecesceeceeeeceeeeceeseeeesees 73 WO UIT IO MRC 33 3855 4125 945 401413 sano teed asec eteteteadoectcanattdeteteds 153 N ASN Fs Ss ene eee eee 39 Next available Point ID cccccecceceeceececeeseeeeeeeeeeeeees 334 North orientate to Reference LINC ca nhenchensenatened Avintins dia ehedndeaadedaoebstuine 302 NERI eienaar iano a EEE 145 Number of satellites used in solution c cee eee eee es 213 382 GSO9 Index O Oblique Mercator projection cccccecceceeceeeeeeeeeeeeseeaes 79 Onestep transformation cccceceeceeseeeeceeeeeeeaeeeeaeeees 243 Orientate Reference LING 00 ccccecceceeceeceececeececececeeceeeeceeseeaes 302 OMACMEMIE MCIONE ssassn NNNUNN ANNANN ANNEANNE 88 OWikcommands StatUS ssiri pisnNnNENe NoNe N ENEE ENER 221 P Pim assionmeNt sreo EEEE 372 Point AGORO NNO pra EEEO A 32 AUTO aoee a vein va E E nasahnadatadaatint is 337 AENEA a E EEEE 347 Azimuth computation acsicsinc wavered 358 CECA AEA A a aac ae 21 DE t E ane maa ese age ee 18 35 Delete from line cccececcecceceececeeceeeecesseeeeceeseseeaeees 32 Ta age ne ace eta he AN 24 PINGS east A eat mucace N 36 Orientate
201. p of LGO for more information on CSCS models Type Description Grid 1 Determination of preliminary grid coordinates by applying the specified transformation ellipsoid and map projection 2 Determination of the final local grid coordinates by applying a shift in Easting and Northing interpolated in the grid file of the CSCS model Cartesian 1 Performing the specified transformation 2 Determination of local cartesian coordinates by applying a 3D shift interpolated in the grid file of the CSCS model 3 Determination of the final local grid coordinates by applying the speci fied local ellipsoid and map projection Geodetic 1 Determination of local geodetic coordinates by applying a correction in latitude and longitude interpolated from the file of the CSCS model 2 Determination of the final local grid coordinates by applying the local map projection Using a geodetic CSCS model excludes the use of a transformation in a coordinate system CSCS field file CSCS field files may be used in the field They are extracted from the main CSCS model which may De too big to fit on the instrument GSO9 Managing Creating Editing Coord Systems 90 5 Converting Data Copy Export Import 5 1 Copying Points Between Jobs Description This chapter explains the process of copying points from one Job to another me Important features e Points selected for copying may be viewed in a points listing The point sort settin
202. position in form of a NMEA GGA message By default the receiver sends GGA messages with updated current positions automatically when a reference network Is selected Surveying regulations in some countries require that one certain position can be selected This position is then sent to the reference network as GGA message through the real time interface every five seconds 17 26 a hy 22 7 TE E CONFIGURE 76 7 UA Fat m Send GGA NHEA GGA Position LAST HERE Posnilh CONT F1 To accept the screen entries and continue Easting 2764398 557 m COORD F2 Northing 1253086 862 m Available for GGA Position From Job and Local E11 Ht 421 161 m GGA Position LAST HERE Posn To view other coordinate types Local coordinates are available when a local coordinate af CONT LAST HERE system is active GSO9 Configuring the Interfaces 139 LAST F3 Available for GGA Position LAST HERE Posn To use the same coordinates in the GGA message as when the receiver was last used In a reference network application This is possible when position coordinates from a previous reference network applica tion are still stored in the System RAM HERE F4 Available for GGA Position LAST HERE Posn To use the coordinates of the current navigation position in the GGA message SHIFT ELL H F2 and SHIFT ORTH F2 To change between the ellipsoidal and the orthometric height Available for local coor dinates Field Description of
203. r function screen or application program to each of the hot keys and to the USER key Refer to 29 Understanding HOT Keys USER key STATUS Key for more Information on hot keys and the USER key Nel M Soi gia cso wer Ole 17 21 ar pnt CONFIGURE a ca WA Fs w Hot Keys amp User Henu x Hot Keys User Menu Fi FUNC Select Free Codebi Fe HGHT Data 4 F9 STAT Satellite Status 4H ee CONT F1 F10 STAT Current Position To accept the screen entries and continue F11 STAT Battery amp Memory DEFLT F5 F12 FUNC Touch Sereen On OTT To recall the default settings af PAGE F6 CONT DEFLT PAGE To change to the next page on the screen Field Description of Field F7 to F12 All functions screens or application programs which can be assigned to the particular key GS09 Configuring the HOT Keys and the USER Menu 115 Configuring the User Menu 17231 E EE CONFIGURE T 3 o ial no of Hai Keys amp User Henu x Hot Keys Use E 2 HGHT Data 4 3 PROG Survey 4 4 PROG Stakeout 4H 5 PROG Determine Coord System 4 CONT F1 B PROG COGO 4 To accept the screen entries and continue 7 IPT Data to Job p DEFLT F5 8 EXPT Data From Job 4 To recall the default settings aft PAGE F6 CONT DEFLT PAGE To change to the next page on the screen Field Description of Field 1to9 All functions screens or application programs whic
204. rdinate Systems To update the coordinate system in which the coordinates are exported CONT F1 exports the data GSO9 Converting Data Copy Export Import 95 Step Description 10 Information message Are more data to be exported e lf yes continue with step 9 e lf no continue with step 10 YES F4 Repeat steps 2 to 8 NO F6 returns to the GSO9 Main Menu Export data job to DXF format step by step SEP Description apa a EA eal e Export DXF EXPORT Export DXF from Job Job All jobs from Main Menu can be selected Coord System The coordinate system currently attached to the selected Job File name The name of the file to which the data should be exported The name is automatically suggested based on the job name to be exported and the exten sion dxf CONF F2 accesses Configuration Export page Points Defines if points are exported Lines Defines if lines are exported Areas Defines if areas are exported GSO9 Converting Data Copy Export Import 96 Step Description Filter Defines which points are exported PAGE F6 changes to the DXF page Lines amp Areas Defines if lines and areas are exported as Line or Polyline entities LGO Symbols Defines if a block is created for each point with the same icons used in LGO Symbol Size Defines the size used for creation of the LGO symbols Dimensions Defines the dimension of th
205. rdinate conversion Height Specialities Points in file outside of CSCS model Points in file outside of geoid model Refer to the online help of LGO Composed individually as format file using LGO Refer to the online help of LGO for information on creating format files Defined within the format file All coordinate types are supported All height types are supported If the desired height cannot be computed the default value for the missing variable is output The default value for missing variable is output The default value for missing variable is output also if a geoid separation is available DXF Coordinate conversion Height All points are converted to local grid position using the coordinate system Orthometric height and ellipsoidal height are supported GSO9 Converting Data Copy Export Import 93 Format Characteristic Description Specialities Points in file outside of CSCS Points outside of CSCS model are not model exported Points in file outside of geoid The ellipsoidal height is exported model LandXML Coordinate conversion All points are converted to local grid position using the coordinate system Height Orthometric height and ellipsoidal height are Supported Specialities Points In file outside of CSCS Local grid position of the points outside of model CSCS model is not exported Points in file outside of geoid The ellipsoidal height is export
206. re Code type Code type Point code Free code GSO9 Managing Creating Editing Codes Codelists 57 Code types The code type defines how a code can be used It Is possible to create a code of the same name but of different code types in LGO Example The code Oak can exist with code type point code and with code type free code Point code To record a code directly with a point This is thematical point coding Point codes can be created on CSO9 Free code To record a code based on time in between points GSO9 Managing Creating Editing Codes Codelists 58 Attribute Description The use of attributes allows additional information to be stored with the code Up to twenty attributes can be related to one code Attributes are not compulsory Attributes Attribute type Normal Mandatory Structure of attributes Attribute value type Real Integer Attribute value region Attribute value region None Choicelist Choicelist Range GSO9 Managing Creating Editing Codes Codelists 59 Attribute types The attribute type defines the input requirements for the attribute Normal An input for the attribute is optional The attribute value can be typed in the field New attributes with this attribute type can be created in LGO or on the CSO9 Mandatory An input for the attribute is compulsory The attribute value must be typed in the field New attributes with this attribute type can be created in LGO Fixed The attrib
207. rence Plane measured GPS or TPS Ref Plane Scan Reference Plane scan TPS Road Runner Road Runner GPS or TPS Sets of Angles Sets of Angles TPS Setup Known BS Setup Known Backsight Point TPS Setup Loc Rsct Setup Local Resection TPS Setup Ori amp Ht Setup Orientation and Height Transfer TPS Setup Resect Setup Resection TPS GSO9 Managing Creating Editing Points Data Lines Areas 42 Source Originated from application program func Instrument tionality source Setup Resect H Setup Resection Helmert TPS Setup Set Az Setup Set Azimuth TPS Srvy Auto Offset Survey Auto Points automatically recorded with GPS or TPS offsets Stakeout Stakeout GPS or TPS Survey Auto See Auto Points automatically recorded Survey Event Survey Event input Survey Instant Survey measured with Pt Occupation Instanta neous in CONFIGURE Point Occupation Settings Survey Rem Pt Survey Remote Point Survey Static Survey measured with Pt Occupation Normal in CONFIGURE Point Occupation Settings Traverse Traverse Unknown GPS or TPS User Application Customised application programs GPS or TPS User Entered Manually entered point GPS or TPS The instrument source The instrument source describes where the coordinate triplet was measured or entered The option are GPS TPS or LGO GSO9 Managing Creating Editing Points Data Lines Areas 43 The coordinate quality Description The
208. ries and continue Fixed Lines e From 0 to 5 Defines how many lines do not scroll in the screen lst Line to 16th Line For each line one of the following options can be selected e Attrib free 01 04 Output field for attributes for free codes e Attrib 01 03 Input field for attributes for codes e Code auto Choicelist or input field for codes e Code free Output field for free codes e Code Desc Output field for description of codes e Code Desc free Output field for description of free codes e Code Type Output field for the type of code 343 GSO9 Working with Survey Field Description of Field GDOP Output field for current GDOP of the computed position HDOP Output field for current HDOP of the computed position Line Space Full Insert full line space Line Space Half Insert half line space Moving Ant Ht Input field for antenna height for moving obser vations Msd Auto Points Output field for the number of auto points logged after pressing START F1 Counting starts again from O when START F1 pressed again PDOP Output field for current PDOP of the computed position Quality 1D Output field for current height coordinate quality of computed position Quality 2D Output field for current 2D coordinate quality of computed position Quality 3D Output field for current 3D coordinate quality of computed position VDOP Output field for current VDOP of the compute
209. ring the Interfaces 132 Field Description of Field e VRS Virtual Reference Station If this option is selected a NMEA GGA message must be activated using GGA F4 e FKP Area correction parameters Derived from German FlachenKorrektur Parameter Send User ID e Yes or No Activates the sending of a Leica proprietary NMEA message defining the user User ID 1 and User ID 2 e User input Available for Send User ID Yes The specific user ID s to be sent as part of the Leica proprietary NMEA message By default the serial number of the instrument Is displayed RTCM Version Bits Byte GSO9 Configuring the Interfaces e 1 x 2 1 2 2 or 2 3 Available for R Time Data RTCM XX v2 in CONFIGURE Real Time Mode The same version must be used at the reference and the rover e 6 or 8 Defines the number of bits byte in the RTCM message being received 133 Step 3 17 16 Configuring Additional CONFIGURE Rover Options NTRIP Page User ID cont Password Hountpnt CONT SRCE PAGE Field a Rover Options General NTRIF Te ae RTCM Options a CONT F1 To accept the screen entries and continue SRCE F5 Seger To download the NTRIP source table If He He Mountpnt is unknown To do this the GPRS Internet interface must already be configured Refer to 17 2 3 Using the NTRIP Service with a Real Time Rover a PAGE F6 To change to the n
210. rol signal RS232 levels In GSO9 Pin Assignments and Sockets 373 Sockets 8 pin LEMO 1 LEMO 1 8 pin LEMO HMI 1B 308 CLNP GSO9 Pin Assignments and Sockets 374 Appendix E Description Cables connecting instruments devices or accessories Cables and product names GSO9 Cables Cables Some applications require the connection of instruments devices or accessories to the CSO9 In this chapter the required cables and their use are listed The table shows in alphabetical order which instruments devices or accessories can be connected using cables Refer to paragraph Cables and product names for a full descrip tion of these cables From To Cables GEB171 CSO9 e GEV97 GSO9 e GEV215 GSO9 and GFU e GEV205 Power supply for GSO9 12 VDC GSO9 and CSO9 e GEV215 RS232 9 pin on PC CSO9 e GEV162 CSO9 GSO9 e GEV237 USB on PC CSO9 e GEV234 The product names of the cables in the above table are explained in detail below in ascending order Name Description GEV97 Cable 1 8 m GX power cable GEV162 Cable 2 8 m data transfer GX RX to RS232 GEV205 Y cable 1 8 m GSO9 to GEB171 and GFU for GSO9 reference station GEV215 Y cable GSO9 to CSO9 and GEB171 375 GSO9 Cables Name Description GEV234 Cable 1 65 m data transfer CSO9 to USB GEV237 Cable 1 65 m GSO9 to CSO9 376 Index A Add point to line seu ssieieratestecoinpinrteehteneeiipu
211. s GSO9 Managing Creating Editing Jobs 14 1 3 Editing an Existing Job Editing an existing job t step by step SESE Description l 10 21 My amp EM esog 13 G7 5 In MANAGE Jobs highlight a job to be edited EDIT F3 MANAGE Edit Job Job Name General page Name Rename the job The remaining functionality on this page is identical with the creation of a new job DATA F5 accesses MANAGE Data Job Name To view edit and delete points lines and areas stored with the Job Points lines and areas are shown on sepa rate pages Selected sort and filter settings apply SHIFT LOG F5 accesses MANAGE Data Log Job Name To view edit and delete points lines and areas stored with the Job Points lines and areas are sorted by time in one list PAGE F6 changes to the Codelist page Are codes stored in the job e If no continue with step 7 e If yes continue with step 9 No codes are stored in the Job MANAGE Edit Job Job Name Codelist page GSO9 Managing Creating Editing Jobs 15 Step Description Codelist None This default setting can be changed Choosing a codelist copies the codes to the Job PAGE F6 changes to the Coord System page Continue with step 11 10 11 Codes are stored in the job MANAGE Edit Job Job Name Codelist page Codelist If codes had been copied from a System RAM codelist the name of the codelist is displayed
212. s Mag Declin GSO9 Configuring the Units and Formats 165 Configuring the time 17 33 CONFIGURE L o E Time Fovuat Date Format Day Month Year 4f CONT F1 To accept the screen entries and continue a PAGE F6 CONT PAGE To change to the next page on the screen Field Description of Field Time Format e 24 hour or 12 hour am pm How the time is shown in all time related fields Date Format e Day Month Year Month Day Year or Year Month Day How the date is shown in all date related fields GSO9 Configuring the Units and Formats 166 Configuring the format 17 35 a 3 a CONFIGURE a Units amp Formats Grid Format Format Geodetic Format Lat Long f CONT F1 To accept the screen entries and continue a PAGE F6 CONT PAGE To change to the next page on the screen Field Description of Field Grid Format e East North or North East The order in which grid coordinates are shown in all screens The order in display masks depends on the user settings Geodetic Format Lat Long or Long Lat The order in which geodetic coordinates are shown in all screens The order in display masks depends on the user settings GSO9 Configuring the Units and Formats 167 21 Description Access Protected programs Protected option Using the Tools Activating Licence Keys A
213. s are shown Attribute n Up to four attribute values are available Is Thematc Codes With Codelist e If yes continue with the next row e If no continue with step 7 NEW A F2 allows additional attributes to be created for this point code GSO9 Managing Creating Editing Points Data Lines Areas 22 Step Description NAME F3 or VALUE F3 Available for attributes for which an attribute name can be typed in To highlight Attribute n or the field for the attribute value The name of Attribute n can be edited and an attribute value can De typed in STORE F1 stores the new point entered and all associated information and returns to MANAGE Data Job Name Points page It may happen that a point with the same point ID exists in the Job In that case a new point ID has to be typed in GSO9 Managing Creating Editing Points Data Lines Areas 23 2 3 Access step by step Editing an existing point step by step Editing an Existing Point Step Description l 10 21 4 amp A go Main Henu In MANAGE Jobs highlight a job DATA F5 to access MANAGE Data Job Name Step Description i In MANAGE Data Job Name Points page highlight a point to be edited 2 EDIT F3 to access MANAGE Edit Point Point ID CS gt The visible pages on this screen depend on the properties of the point being edited 3 MANAGE Edit Point Point ID Coords page It is possible to edit
214. s or change the existing values of the transformation parameters PAGE F6 changes to the More page MANAGE New Transformation More page Height Mode The type of heights to be computed or used Transf Model The transformation model to be used For Transf Model Molodensky Bad additional input fields are available CLEAR F5 Available for Transf Model Molodensky Bad To set the additional input fields to O STORE F1 stores the transformation and returns to MANAGE Transformations GSO9 Managing Creating Editing Coord Systems 73 4 5 4 5 1 ee Access step by step Ellipsoids Accessing Ellipsoid Management MANAGE Ellipsoids cannot be accessed for coordinate systems with source RTCM Refer to The RTCM coordinate system Step l Description 10 21 Y amp on csog 13 Gs i In MANAGE Coordinate Systems highlight a coordinate system to be edited EDIT F3 to access MANAGE Edit Coordinate System In MANAGE Edit Coordinate System highlight Ellipsoid 1 Nj WIN ENTER to access MANAGE Ellipsoids GSO9 Managing Creating Editing Coord Systems 74 Managing ellipsoids 18 08 MANAGE Listed are all ellipsoids stored in the database DB X Australian National CONT F1 oo Beijing 54 To select an ellipsoid and continue Bessel NEW F2 Bessel 1841 Clarke 1866 Clarke 1880 To create a new ellipsoid EDIT F3 To edit the highlighted e
215. s visible SHIFT CONF F2 SHIFT FILTR F5 SHIFT FIT F3 SHIFT FIT R F4 To configure MapView Accesses MapView Configuration To change the filter settings for Stakeout Available in Map mode for FOCUS F2 To fit all displayable data into the screen area To fit the results in the screen area Available in Plot mode SHIFT RFRSH F5 To refresh the screen Available in Plot and Survey mode GSO9 Understanding MapView 203 28 4 MapView Components The Screen Area The Scale bar Symbol Description of Symbol 120 Scale of the current screen The minimum is 0 5 m There is no maximum for the zoom but the scale cannot display values greater than 99000 m In this case the value displayed will be gt 99000 m The North arrow Symbol Description of Symbol f North arrow North is always orientated towards the top of the screen The Toolbar Symbol Description of Symbol Touch icon toolbar The Point with focus Symbol Description of Symbol p 400 The point that has the focus The Rover Symbol Description of Symbol Available in survey mode Position of the rover ES The rover path is shown as dashed line GSO9 Understanding MapView 204 28 5 MapView Components The Toolbar Description Touch icons are available in a toolbar if Toolbar On in MapView Configuration Display page The toolbar is always located on t
216. sndteucconmuenauanaracan scatters 81 MOU ISMO WM aul Ol 9255 444 15 14 1 2eniotedotecadacscanstetated etait tecee 72 CSO9 COMMOl KEV DOOD asrorni 159 PXCieMeC oserei oeie EE 157 Gs Cli e Werte ee ne A S cee teen tee hee Reine eee nee eee aren ener nee 87 CSES CG Ue ea E A 87 DOCO caeiie eaa E EE 370 Ea E E E EEIEIIE AIEEE AES 87 378 CRG ee oie SES TA dataset EE EE EEE E EE E eee 87 Do IPIGA sa 89 ae E EEEE E E EE EEE E EE TEER 89 CURL CASS Aesi EE EEan 38 Current position status sasssssnsnsernnnrnrrrrrnrnrernennne 217 CUNT OTT INO siiri ee e RE E ERE 156 D Brai iE EE EEE E TE E EE E E E 17 Preparing for staking polylines cceeeeeeeeeeeeeees 291 Data export Direc tOn a danas 95 Data format Leica RTCM CMR CMR 06 123 215 Data format real time sannononnnnonnnnnnnnnenernrererernnnnnne 127 Data management NEES s E A AE E EA E AAE ATAT 17 BaD E A ee eet eee eee 369 DS Genres et en eens eer aee nn tenner Tn en rere 369 Default recall Auto points display mask settings cceeeee 343 Coordinate SyStTENT rssi he i 67 Display mask settings ceeiiicciicieveeisinavednvadeveveuiwiiebeds 112 EDSO seitin a user aeu stata nud 75 PROICGIIONN Shi hite cack foes cove seen hee nen 78 Delete COUE icececsipetetetetete tented yates 52 OG CNS Eare tea 49 COOFGINGTCZSVS LCI iiss bac54caneccataieieseeicbesatatcivavetedalsad 66 EUSO era 75 Format file Data CXDOM initiis o E OOA
217. solution Is available The current PDOP of the autonomous solution 322 35 4 Staking the Digital Terrain Model DTM Description e With the Stakeout program a Digital Terrain Model can be staked The heights of the current positions are compared against those of a selected DTM Job The height differ ences are calculated and displayed e Staking a DTM may be used for e staking out where the DTM represents the surface to be staked e quality control purposes where the DTM represents the final project surface e DTM jobs are created in LGO DTM jobs are stored in the DBX directory of the CF card Diagram Q pee N E o P1 Point to be staked dl CUT or FILL GS09_TR 019 d2 Antenna height GSO9 Working with Stakeout 323 Staking 17 13 59 the digital terrain STAKEOQUT G 9 bal model DTH x stake Ma 1 000 D Ht 31 000 m 3DCQ 0 009 m OCUPY A GSO9 Working with Stakeout OCUPY F1 To start measuring the height The position mode icon changes to the static icon F1 changes to STOP STOP F1 To end measuring the height When Auto STOP Yes in CONFIGURE Point Occupation Settings the measurement ends automati cally 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 Auto STORE Yes in CONFIGURE Point Occupation Settings the measured point is stored
218. specifically aimed at those users who are e new to real time GPS surveying e unfamiliar with the concepts of coordinate systems and geoids e familiar with the knowledge of TPS surveying and the ideas of setup and orientation GSO9 Working with GPS Resection 268 32 2 Starting the Program Access al csog Starting the program 13 97 Name Job GPS RESELL GPS Resection EAT GPS Resection ne gaj rum z Bee GPS Resection Hain Menu Hy dist job f a CONT F1 CONT CS s To accept the screen entries and continue Field Name Job Description of Field A unique name for the coordinate system The name may be up to 16 characters in length and may include spaces The job from which the points with local coordinates and with WGS84 coordinates will be taken GSO9 Working with GPS Resection 269 32 3 Using the Program Step 1 13 29 measuring the local points using I fy ET Ree al 15 6 9 WGS84 coordinates Point ID l a H OCUPY F1 l l Antenna Ht l 2 0000 m To start measuring the WGS84 point The position mode icon changes to the static Easting 500 0000 m icon F1 changes to STOP Northing 500 0000 mn STOP F1 Ortho Ht 100 0000 m To end measuring the WGS84 point When Auto STOP Yes in CONFIGURE Point Occu Hatch Type Pos amp Height 4 pation Settings the measurement ends 3D CQ 0 0091 m automaticall
219. surement engine the availability of additional instrument hardware options such as event input position rate RTK range L2C Multipath Mitigation GLONASS ready GLONASS permanent and if the protected OWI commands have been activated by a licence key Shows the versions of all system firmware Field Firmware Build Maintenance End Description of Field The version number of the firmware The build number of the firmware The expiry date of the software maintenance Is shown Meas Engine The firmware version for the measurement engine Meas Eng Boot The firmware version of the boot software for the measurement engine EF Interface Boot The firmware version boot software LB2 OWIlI The version of the LB2 OWI commands Navigation The navigation firmware version with the algorithms for the signal processing API The firmware version for the application program interface The firmware version for the electric front interface Shows the versions of all uploaded application programs GSO9 Understanding HOT Keys USER key STATUS Key 221 29 3 7 Status Radio Information Description This screen shows information related to the radio used to transfer real time data Realtime INDUL Softkey Description of Softkey CONT F1 To return to the Main Menu screen Field Description of Field Name The name of the radio Type The type of radio Port The port to which the radi
220. t method 5 Back Brng amp Dist Measuring a hidden point with Back Brng amp Distance Hethod Point PT20 4f Azimuth 15 0000 g Horiz Dist 1 200 o AHe ight 1 250 m aft CALC GSO9 Working with Survey Hidden points Known PO Known point Point To be measured d Distance from PO to P2 a Bearing from PO to P2 P1 Auxiliary point optional Unknown P2 Hidden point 353 Description of all softkeys Description of all input fields Softkey Description of Softkey CALC F1 To calculate the hidden point and to display the results SUN F3 When Azimuth is highlighted The azimuth from the direction of the sun to Point is computed SLOPE F5 When Horiz Dist is highlighted To measure a slope distance and an elevation angle or percentage grade The values are used to compute the horizontal distance SURVY F5 To manually occupy the known point for the calculation of the hidden point AZMTH F4 When Azimuth is highlighted To select or manually occupy an auxil lary point and to compute the azimuth SHIFT CONF F2 SHIFT QUIT F6 To configure hidden point measurements To not store the hidden point and to return to the screen from where HIDDEN PT Hidden Point Measurement was accessed Field Description of Field Method Choicelist The hidden point measurement method Refer to 37 6 Configuring the Program Point The point ID of the current p
221. t a job DATA F5 to access MANAGE Data Job Name SHIFT FILT F5 on the Points Lines or Areas page to access MANAGE Sorts amp Filters Field Description of Field Sort e Ascend Point ID Descend Point ID Forward Time or Backward Time Always available The method objects are sorted by GSO9 Managing Creating Editing Points Data Lines Areas 36 Accessing Manage Stakeout Filter step by step Managing stakeout filters Field Description of Field Filter e Always available The method the objects are filtered by e CODES F4 Available on the lines and Areas pages Available for Filter Code Code Group To select the line codes to be used CS gt An active filter for an object is indicated in MANAGE Data Job Name by y located on the right hand side of the page name Step Description l 10 21 wo A 2 1 Fa N sr Hv er Eo Main Henu 2 In MANAGE Jobs highlight a job 3 DATA F5 to access MANAGE Data Job Name Points page 4 SHIFT FILT F5 to access MANAGE Sorts amp Filters 5 STAKE F5 to access MANAGE Stakeout Filter Field Description of Field View e All Shows all points e Pts to Stakeout Shows points not yet staked out e Staked Points Shows points which are already staked out e RESET F4 to reset the staked flag for all points of the currently active job GSO9 Managing Creating Editing Points Data Lines Areas 37
222. t e Yes or No The CSO9 beeps when the horizontal radial distance from the current position to the point to be staked Is equal to or less than defined in Dist from Pt Dist from Pt e User input Available for Beep near Pt Yes The horizontal radial distance from the current position to the point to be staked when a beep should be heard GSO9 Working with Stakeout 331 36 36 1 Access Starting the program GSO9 Working with Survey Working with Survey Starting the Program 10 21 am e241 fy i rvey 10 24 SURVEY 44 Gi a Pee a F cor r To accept the screen entries and continue Job T CONF F2 _ To configure SmartCodes and auto points measurements DATA F5 To view edit and delete points stored with the job CSYS F6 To select a different coordinate system Not available for Use Auto CrdSys Yes configured in CONFIGURE Additional af CONT CONF DATA CSY5 Rover Settings Coord System WGS 1984 Codelist lt None gt af Field Description of Field Job The active job Coord System The coordinate system currently attached to the selected Job Cannot be edited for Use Auto CrdSys Yes configured in CONFIGURE Addi tional Rover Settings Codelist Choicelist No codes are stored in the selected Job 332 Field GSO9 Working with Survey The next step Description of Field Output Codes have already been stored i
223. tatic To set the IP address User ID User input Some providers ask for a user ID to allow connecting to the Internet via GPRS Contact your provider if a user ID needs to De used cont User input Allows the User ID string to continue onto a new line Password User input Some providers ask for a password to allow connecting to the Internet via GPRS Contact your provider if a password Is required GSO9 Configuring the Interfaces 143 GSO9 Configuring the Interfaces 144 17 Configuring NTRIP via Internet 17 1 Overview Description Networked Transport of RTCM via Internet Protocol e is a protocol streaming real time corrections over the Internet e iS a generic protocol based on the Hypertext Transfer Protocol HTTP 1 1 e is used to send differential correction data or other kinds of streaming data to stationary or mobile users over the Internet allowing simultaneous PC laptop PDA or receiver connections to a broadcasting host e supports wireless Internet access through mobile IP networks like digital cellular phones or modems System components NTRIP consists of three system components e NTRIP Clients e NTRIP Servers e NTRIP Caster NTRIP Client 1 NTRIP Client x t HTTP Streams NTRIP Caster GSO9 Configuring NTRIP via Internet 145 HTTP Streams NTRIP Server 1 NTRIP Server x NTRIP Source 1 NTRIP Source x NTRIP Client The NTRIP Client receives data streams This could
224. te quality GSO9 Configuring the Coordinate Quality Control 111 9 Configuring the Display Mask Description Display settings define the parameters shown on the main page of the Survey program The settings on this screen define the layout of the display mask Access maok Ay I11 gaa nl csog 13 G7 Ea Main Menu Configuring 17 417 CONFIGURE Name Fixed Lines 1st Line end Line 3rd Line 4th Line Bth Line bth Line Point ID 4 Line Space Full 4 Antenna Ht 4 Line Space Full 4 Code 4f Line Space Full 4 a it CONT CLEAR DEFLT Field Name Description of Field CONT F1 To accept the screen entries and continue CLEAR F4 To clear all the fields except the first field DEFLT F5 To recall the default settings e Input field for the page name Visible e This is set to Yes The display mask is always shown Fixed Lines e From 0 to 5 Defines how many lines do not scroll in the screen GSO9 Configuring the Display Mask lst Line to 16th Line For each line one of the following options can be selected 112 Field GSO9 Configuring the Display Mask Description of Field Antenna Ht Input field for antenna height for static observa tions Attrib free 01 04 Output field for attributes for free codes Attrib 01 04 Input field for attributes for codes Code Input field for codes Code free Input fiel
225. ted and the number of control points used for the determination of the transformation SHIFT SET D F4 To turn the highlighted transformation into a user defined default transformation stored in the CSO9 71 4 4 2 Access step by step Creating Editing a transformation step by step GSO9 Managing Creating Editing Coord Systems Step ee Creating Editing a Transformation Description Transformations with source RTCM cannot be edited Refer to The RTCM coordi nate system 10 2 ai fy 211 csog 13 G7 g 2 In MANAGE Coordinate Systems highlight a coordinate system to be edited 3 EDIT F3 4 In MANAGE Edit Coordinate System highlight Transform 5 ENTER to access MANAGE Transformations Step Description l In MANAGE Transformations highlight a transformation When creating a new transformation a copy of this transformation is taken for further configurations NEW F2 or EDIT F3 MANAGE New Transformation General page or MANAGE Edit Transformation General page Name A unique name for the new transformation The name may be up to 16 characters long and may include spaces Type Output field No other transformations than Classic 3D can be created Enter a name 72 Step Description PAGE F6 changes to the Parameters page MANAGE New Transformation Parameters page or MANAGE Edit Transformation Parameters page Enter the known value
226. th a geoid model attached to a coordinate system N values for the measured points can be determined Ellipsoidal heights can be converted to orthometric heights and Dack Refer to the online help of LGO for more information on geoid models Geoid models are an approximation of the N value In terms of accuracy they may vary considerably and global models in particular should be used with caution If the accuracy of the geoid model is not known it might be safer to use local control points with orthometric heights and apply a transformation to approximate the local geoid Geoid field files may be used in the field to calculate orthometric heights out of ellipsoidal heights and vice versa Description Country Specific Coordinate System models e are tables of correction values to directly convert coordinates from WGS 1984 to local grid without the need of transformation parameters e take the distortions of the mapping system into account e are an addition to an already defined coordinate system Types of CSCS models The correction values of a CSCS model can be applied at different stages in the coordinate conversion process Depending on this stage a CSCS model works differently Three types of CSCS models are supported by GSO9 Their conversion process is as explained in the GSO9 Managing Creating Editing Coord Systems 89 following table Any suitable geoid model can be combined with a geodetic CSCS model Refer to the online hel
227. the measurements the differ ences between the measured point and the point to be staked are displayed STORE F1 To store the measured point When Auto STORE Yes in CONFIGURE Point Occupation Settings the measured point is stored automatically F1 changes to OCUPY NEAR F2 To search Stakeout Job for the point nearest to the current position when the key Is pressed The point is selected as the point to be staked and Is displayed in the first field on the screen After staking and storing the nearest point the next point suggested for staking out is the one which was suggested before the key was pressed Available when OCUPY F1 is displayed 320 Field First field on the screen hA FORW BACK RGHT GSO9 Working with Stakeout REVRS F3 To reverse the graphical display top to bottom A reversed graphical display can be used when the point to be staked lies behind the current position PAGE F6 To change to another page on the screen SHIFT CONF F2 To configure the Stakeout application program Available for OCUPY F1 being displayed SHIFT QUIT F6 To exit Stakeout application program Avail able for OCUPY F1 being displayed Description of Field The point ID of the point to be staked Accesses STAKEOUT Data Job Name where points are shown according to sort and filter settings and staked points are indicated by the staked out symbol fs The default antenna height is suggested T
228. the selected Server as configured in CONFIGURE Server to Connect TCP IP Port The stored port of the selected Internet Server through which the data is provided Each server has several ports for various services Auto CONEC Yes Allows for automatic connection between the rover and the Internet when a point is occupied during a survey Ending the point occupation also ends the Internet connection CONT F1 to return to CONFIGURE Interfaces Once the receiver is connected to the server a message is displayed in the message line CONT F1 to return to GSO9 Main Menu GSO9 Configuring NTRIP via Internet 151 17 2 3 Using the NTRIP Service with a Real Time Rover Requirements The configurations from the previous chapter must have been completed Refer to 17 2 2 Configuring to Connect to a Server Using NTRIP service Step l Description 10 21 ste 2 j 13 am 4 S CONT F1 csog G 7 Highlight Real Time and EDIT F3 to access CONFIGURE Real Time Mode CONFIGURE Real Time Mode Port NETx must be selected ROVER F2 to access CONFIGURE Additional Rover Options PAGE F6 to access CONFIGURE Additional Rover Options NTRIP page CONFIGURE Additional Rover Options NTRIP page Use NTRIP Yes User ID A user ID is required to receive data from to the NTRIP Caster Contact the NTRIP administrator for information Password A password is required to receive data from the NTRIP
229. tivate the program or the protected options or the software maintenance GSO9 Using the Tools Activating Licence Keys 169 Field Description of Field e Upload Key File The licence key file is uploaded from the CF card The licence key file must be stored in the SYSTEM directory on the CF card e Manual Entry of Key Allows the licence key to be typed in manually Key e Available for Method Manual Entry of Key The licence key required to activate a program Entry Is not case sensitive The next step IF a licence key is THEN to be uploaded select the method to input the licence key and press CONT F1 deleted press SHIFT DEL F4 GSO9 Using the Tools Activating Licence Keys 170 22 22 1 Description Access Operating modes Using the Tools Calculating with Calculator Overview of Calculator The calculator can be used to perform the following arithmetic operations e addition subtraction multiplication and division e statistics e trigonometry hyperbolic trigonometry and calculations with Pi e polar rectangular and angle conversions e powers logs roots and exponential functions IC 2 My Ee11 cpp csog 13 G ti be e The calculator has two operating modes RPN mode and Standard mode e The arithmetic operations available are identical the difference lies in the way informa tion is entered stored and displayed on the screen
230. to Reference LING ccccececceececeececeeceeeeceeseceeseeeees 303 SOFUN crane viunteumucnsamuacsneutianaidagsun consis ontanunednanenadiuuics 36 POMMEC OGG k curtteentuss gest essdzscuse es oagauagsuasesnssaassusgessiaseeeee 58 Point ID next available veveueveviutssmunaunnaueuayazanagnansewnges 334 Point symbols MapVIeW nsnsnsnsnsnsnenererernrnrnrrrrnrnnne 206 Polar Stereographic projection cccceceeceeseceeceeeeeeees 80 Polyline Preparing data sii cdtecotnateeatovediddeessarearesracvasansssssenteas 291 ppm transformation results ccecseceeceeeeeeeeeeeeeeeaes 255 GS09 Index Prediction Advantages bso A 136 Recommended settings cceceececceeeeeeeeeeeeneeeeeees 136 PRE ee E T 154 PRET o 210 PR OCG E eee ee eo ee eee ee 182 Projection EEE eee ee ee eee A eee ee eee ee 79 EdT ai 8l BE E E E eee eee A EAT 78 Double Stereographic ccececceceeeeeeeeeeeeeeeeeeneeeeees 80 EIE Seepa ten etaeaeaeeeeaeceee ce ceceen eects 81 Lambert 1 Parallel ccccccceccceceseeeeseseeeeeeeeeeeeees 79 Lambert 2 Parallel cccccccecececeseeseceseeeeeeeeeeeeees 79 Merca lOr serrr aaa aaa 79 Oblique Mercator cccccecceceeceeseeeeseeeeeeeeeeeeeeeneeeeeees 79 Polar Stereographic s ssssonsnnnsnsnsnsrerererernrnrnrerernrnene 80 Recall deleted default 20 0 ccccceececseceeceeeeeeeseeeeeeenes 78 KO a a auhat Als 80 Transverse Mercator enisniiniinosissisisisei a 79 IVs aaaea a E E 79 Projectio
231. to points should be assigned The first auto point Is stored STOP F1 To end recording of auto points and offset points if configured or for Log By User Decides to end the chain to which the auto points are assigned OCUPY F3 Available for STOP F1 To store an auto point at any time PAGE F6 To change to another page on the screen SHIFT CONF F2 To configure auto points 337 Field Auto Pt ID Code Auto Code Desc Msd Auto Pts 3D CQ SHIFT QUIT F6 To exit the Survey application program Description of Field The identifier for auto points The ID can be changed To start a new sequence of point ID s typeover the point ID The thematical code for the auto point Choicelist Available for Thematc Codes With Codelist The attributes are shown as output input or choicelist fields depending on their definition User input Available for Thematc Codes Without Codelist Codes can be typed in but not selected from a codelist A check is performed to see if a code of this name already exists in the Job If so the according attributes are shown The description of the code Available after pressing START F1 The number of auto points logged since START F1 has been pressed The current 3D coordinate quality of the computed position GSO9 Working with Survey 338 36 4 Configuring Smart Codes GSO9 Working with Survey Configuring the Program SmartCodes 17
232. tored to One job Is always considered the active Job After formatting the CF card the job Default is used until a user defined job is created and selected When a Job becomes active then the sort and filter settings of this job are saved in the System RAM If the CompactFlash card is formatted then these last used sort and filter settings are used for the job Default GSO9 Managing Creating Editing Jobs 13 1 Creating a New Job Creating a new job t step by step Ziek Description l 10 71 My amp EM esog 13 G7 E In MANAGE Jobs highlight a job The settings of this job are applied to the new job NEW F2 to access MANAGE New Job MANAGE New Job General page Name A unique name for the new Job The name may be up to 16 characters long and may include spaces Input required Creator The person s name who Is creating the new Job Input optional PAGE F6 changes to the Codelist page MANAGE New Job Codelist page Codelist Choosing a codelist copies the codes to the job PAGE F6 changes to the Coord System page MANAGE New Job Coord System page Coord System Choosing a coordinate system attaches it to the Job If it is not known which coordinate system to use select Coord System WGS 1984 All other fields on this screen are output fields They depend on the transforma tion type of the selected coordinate system STORE F1 creates the new job and returns to MANAGE Job
233. ut is the subsequent one in Stakeout Job GSO9 Working with Stakeout 329 Configuring the checks 17 39 Fy STAKEQUT i 7 G Pos Check Pos Limit Height Check Height Limit Beep near Pt Dist from Pt 0 020 n CONT F1 To accept the screen entries and continue Yesd PAGE F6 l To change to another page on the screen SHIFT ABOUT F5 Yes 4 To display information about the applica tion program name the version number the date of the version the copyright and aft CONT PAGE the article number Field Description of Field Pos Check Pos Limit Height Check Yes or No Allows a check to be made on the horizontal coordi nate difference between the manually occupied staked point and the point to be staked If the defined Pos Limit is exceeded the Stakeout can be repeated skipped or stored User input Available for Pos Check Yes Sets the maximum hori zontal coordinate difference which Is accepted in the position check Yes or No Allows a check to be made on the vertical difference between the manually occupied staked point and the point to be Staked If the defined Height Limit is exceeded the stakeout can be repeated skipped or stored Height Limit User input Available for Height Check Yes Sets the maximum vertical difference accepted in the height check GSO9 Working with Stakeout 330 Field Description of Field Beep near P
234. ute value is a predefined default which is displayed but cannot be changed in the field This attribute value is automatically attached to the code New attributes with this attribute type can be created in LGO Attribute value types The attribute value type defines which values are accepted as input Text Any input for the attribute is interpreted as text New attributes with this attribute value type can be created in LGO or on the CSO9 Real An input for the attribute must be a real number for example 1 23 New attributes with this attribute value type can be created in LGO Integer An input for the attribute must be an integer number for example 5 New attributes with this attribute value type can be created in LGO Attribute value regions The attribute value region defines if the attribute values must be selected from a predefined list None An input for the attribute must be typed in New attributes with this attribute value region can be created in LGO or on the CSO9 Range An input for the attribute must fall within a predefined range New attributes with this attribute value region can be created in LGO GSO9 Managing Creating Editing Codes Codelists 60 Choicelist An input for the attribute is selected from a predefined list New attributes with this attribute value region can be created in LGO Example Code Attributes Attribute value Attribute value Example for the type region attribute value region B
235. ute value region 2 cccc ccc ecceeceeeeceeeeeeeseeeeeeeeeeeeeeees 60 Attribute Value type cccccecceceececeeceeceseeseseseeseeeeseees 60 Auxiliary points Azimuth COMPUTATION cece cee eec eee eeeeceeeeeeeseeeeeees 358 Hidden point measurements cccceeeeeeeeeeeeeeeeees 347 Averaging Hidden points ccceceeceeseceececeeceececeeceeeeseesesensass 346 AVOE CISS ser ae 38 Azimuth compute Hidden point measurements cccceeeeeeeeeeeeeeeeees 356 Azimuth Dearing fieldS cc cece eecceeeeeeeeeeeeeeeeeeeeeeaeees 164 B Battery SUGUOS aiaa ai a aa a E a EOE A 219 Bearing azimuth fieldS 20 ce ceccecccecececeeeeceeeaeeeseeeaeees 164 C CICS aa a cane naaanesnanenamnaumnesenent 375 Cassini DFOJOCUOM ccstcncec screed dnnsianonsnuaeteuenebenaresehnemmiamiues 79 TOSS paserctcdadscatsmudataiesedanabeauneqesacenscecaqaceceaagecstamruinaninces 38 Classification of Points hierarchy ccceeeeeeeeeeeeeeenees 38 Code CGS a A orca ASEET OO 53 PO IDOI savotcdesuiuiavensanae a a E a E E OE 57 MCC E ET 57 58 PO eaae EN E te 58 SMIC OGE S iN EEE EEEE kEi 335 339 Tnemaical rariss e i a Ta 57 COGIDO rei aeaa O EARR aE 53 58 Codelist DESCHID UOM iorns ha aun buntlines RE EREE SiN 61 DIECON sinttaiiiitiinhoin tana stannesiate a aana 370 FINON Ss eae eto nea oe rece ae ee Te 61 JOD pee te ene etl Sn NRE a 62 BV SUC HARA aa ia 62 Codes PVA Me sc as ee oer eee rales esenece eae eees ec as
236. work in SURVEY Configuration SCode page 2 Go to SURVEY Survey Job Name SCode page 3 CODES F3 to create a code block for lines areas Return to SURVEY Survey Job Name SCode page S The line area is opened and closed using the SmartCode To start an arc spline move the focus on Linework the last line of the page and select the linework flag to be stored with the point GSO9 Working with Survey Move the focus on the line area code box ALL F1 to measure and store the point with the highlighted line area code 336 36 3 Description Surveying auto points GSO9 Working with Survey Surveying the Auto Points Auto points Is used to automatically log points at a specific rate Auto points are used In real time moving applications to document the track which was walked or driven along Auto points are 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 Auto points can be collected in the Survey program 17 29 ETS E SURVEY survey Auto Map Auto Pt ID Code Auto Tree f Code Desc single tree Hsd Auto Pts 6 3D CQ 0 010 m at STOP PAGE Before logging of auto points has started the default page appears as shown START F1 To start logging of auto points and offset points if configured or for Log By User Decides to start the chain to which the au
237. xes shown in SURVEY Survey Job name SCode page Is nine Zig Zag Each new code block Is selected at the same end as where the previous code block finished Same direction Each new code block is selected at the same end as where the previous code block started The way of using the code boxes This influences in which order the code boxes will be applied Forward The code boxes are used in the same way as defined in SURVEY Survey Job name SCode page Backward The code boxes are used in the reverse way as defined in SURVEY Survey Job name SCode page 1 2 3 4 5 6 7 8 or 9 Number of code boxes shown in SURVEY Survey Job name SCode page 340 36 5 Setting the logging method GSO9 Working with Survey Configuring the Program Setting the Logging Method 17 26 SURVEY Configuration Auto Points Log By Log Every CONT F1 To accept the screen entries and continue DMASK F3 To configure what is viewed in the Auto aft CONT DHASK PAGE page in the Survey application program Field Description of Field Log By e Time Auto points are logged according to a time interval The time interval is independent from the update interval for the posi tion on the screen e Distance The difference in distance from the last stored auto point which must be reached before the next auto point is logged The auto point is logged with the next available computed position e Stop amp Go
238. y as defined by the stop aft criteria The position mode icon changes to OCUPY H PNT the moving icon F1 changes to STORE STORE F1 To store the measured point When Auto STORE Yes in CONFIGURE Point Occupation Settings the measured point is stored automatically F1 changes to OCUPY COORD F2 To view other coordinate types SHIFT ELL H F2 or SHIFT ORTH F2 To change between the ellipsoidal and the orthometric height Field Description of Field Point ID e The point ID of the known local point Antenna Ht e The antenna height GSO9 Working with GPS Resection 270 Field Description of Field Easting Northing The coordinates of the known local point Ortho Height or Local Ell Ht Match Type e How the horizontal and vertical shifts should be computed e Pos amp Height Position and height are used for the calculation e Pos Only The position Is used for the calculation e Height Only The height is used for the calculation 3D CQ e The current 3D coordinate quality of the computed position Step 2 13 29 3 13 pen matching GPS RESEC Dane ua n CALC F1 the local points to Step 2 Match Points i To confirm the selections compute the WGS84 coordinates for RE transformation and continue with the on anal subsequent screen position and or height isis UUW loca 1_002 ADD F2 ae local 003 Pos amp Height To survey another WGS84 point This point loca
239. y step Editing a Line Area The functionality of all screens and fields are similar for the editing of both lines and areas The step by step instructions for editing a new line can be applied for areas Step Description l 10 21 oY A i1 a csog z G 7 Main Henu In MANAGE Jobs highlight a job DATA F5 to access MANAGE Data Job Name Step Description l In MANAGE Data Job Name Lines page highlight a line to be edited 2 EDIT F3 to access MANAGE Edit Line Line ID 3 MANAGE Edit Line Line ID General page The line ID and the type of points which are used to form the line during a survey can be edited Other line related data is shown in output fields No of Pts The number of points contained within the line Length The sum of the distances between the points in the sequential order in which they are stored for the line This can be a horizontal grid distance or a geodetic distance on the WGS 1984 ellipsoid Start Time and Start Date The time date when the line was created A line cannot be renamed to an already existing line ID GSO9 Managing Creating Editing Points Data Lines Areas 31 Step Description MORE F5 displays End Time and End Date This is the time date when the last point was added to the line This can be different to the time the point was created The values do not change after deleting the last added point or after editing unless an

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