Leica GPS900 Series Technical Reference Manual Download Page 201

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Working with Determine Coord System

GPS900

201

28.5

Determining a New Coord System using the One Pt. Local. Method

Starting

Refer to section "28.2 Starting the Program" to select the One Point Localisation method.

Step 1)
choosing height type

CONT

(F1)

To accept the screen entries and continue.

Field

Description of Field

Transfrm Name

•

A unique name for the transformation. The name may be up to 16
characters in length and may include spaces.

Transfrm Type

•

The type of transformation to be used when determining a coor-
dinate system.

Height Mode

•

The height mode to be used in the determination of a coordinate
system.

•

Orthometric

Ellipsoidal

. Available when determining a new

coordinate system.

Summary of Contents for GPS900 Series

Page 1: ...Leica GPS900 Technical Reference Manual Version 1 0 English...

Page 2: ...mation when you need to contact your agency or Leica Geosystems authorized service workshop Symbols The symbols used in this manual have the following meanings Trademarks Windows and Windows CE are a...

Page 3: ...ting Points Data 16 2 1 Accessing Data Management 16 2 2 Creating a New Point 18 2 3 Editing an Existing Point 21 2 4 Viewing the Data Log 25 2 5 Point Sorting 27 2 6 Terminology 29 3 Managing Creatin...

Page 4: ...ing Editing a Ellipsoid 67 4 6 Projections 68 4 6 1 Accessing Projection Management 68 4 6 2 Creating Editing a Projection 71 4 7 Geoid Models 72 4 7 1 Overview of Geoid Models 72 4 7 2 Accessing Geoi...

Page 5: ...nnel 105 16 Configuring the Satellite Cut Off Angle 107 17 Configuring the Screen Display 108 18 Configuring the Units and Formats 111 19 Using the Tools Activating Licence Keys 118 20 Using the Tools...

Page 6: ...25 5 MapView Components The Toolbar 148 25 6 MapView Components The Point Symbols 149 26 Understanding HOT Keys USER key STATUS Key 150 26 1 The HOT Keys 150 26 2 The USER Key 151 26 3 The STATUS Key...

Page 7: ...ting the Program 190 28 3 Determining a New Coord System using the Normal Method 192 28 4 Updating an Existing Coord System using the Normal Method 200 28 5 Determining a New Coord System using the On...

Page 8: ...l DTM 249 32 5 Understanding the Stakeout Icons in MapView 252 32 6 Configuring the Program 254 33 Working with Survey 258 33 1 Starting the Program 258 33 2 Surveying the Points 260 33 3 Surveying th...

Page 9: ...Table of Contents GPS900 9 Appendix E Cables 276 Index 278...

Page 10: ...PART 1 The System GPS900 10 PART 1 The System...

Page 11: ...LGO for viewing or for data transfer to a further program can be uploaded from LGO for example for real time stake out operations are stored in internal memory The default job A job called Default is...

Page 12: ...obs GPS900 12 The active job The active job is the one data is stored to One job is always considered the active job After formatting the internal memory the job Default is used until a user defined j...

Page 13: ...person s name who is creating the new job Input optional 5 PAGE F6 changes to the Codelist page 6 MANAGE New Job Codelist page Codelist Choosing a codelist copies the codes to the job 7 PAGE F6 chang...

Page 14: ...MANAGE Data Job Name To view edit and delete points stored with the job Selected sort and filter settings apply SHIFT LOG F5 accesses MANAGE Data Log Job Name To view edit and delete points stored wi...

Page 15: ...me of the codelist is displayed If codes have been typed in then the name of the active job is displayed CODES F4 views codes currently stored in the job 10 PAGE F6 changes to the Coord System page 11...

Page 16: ...of the points depend on the active sort settings Data is a generic term for points Data management is the administration of data stored in the active job This includes viewing data with their related...

Page 17: ...F4 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 and the 3D coordinate quality and the clas...

Page 18: ...F2 to view other coordinate types Negative geodetic coordinates are interpreted as being of the opposite hemi sphere or other side of the central meridian For example entering 25 N will be stored as...

Page 19: ...t 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 For Thematc Codes Without Codelist...

Page 20: ...r the field for the attribute value The name of Attribute n can be edited and an attribute value can be typed in 7 STORE F1 stores the new point entered and all associated information and returns to M...

Page 21: ...on the properties of the point being edited 3 MANAGE Edit Point Point ID Coords page It is possible to edit the point ID and for points of Class CTRL and Class EST also the coordinates Other point rel...

Page 22: ...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 point...

Page 23: ...te n can be edited and an attribute value can be typed in 9 Is Class MEAS and no offset point or Class NAV If yes continue with step 11 If no continue with step 10 10 Is Class AVGE If yes continue wit...

Page 24: ...the changes and returns to MANAGE Data Job Name An edited point retains the creation value for Time Changing coordinates of a point which has been previously used in other application programs for ex...

Page 25: ...e Points page 4 SHIFT LOG F4 to access MANAGE Data Log Job Name In the column Data Record all points and free codes stored within the active job are displayed They are always sorted by time with the m...

Page 26: ...ctionality 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...

Page 27: ...ument Changing the active job does influence the sort setting for the points Access step by step Managing point sorting Managing stakeout filters Step Description 1 2 In MANAGE Jobs highlight a job 3...

Page 28: ...Managing Creating Editing Points Data GPS900 28 An active filter for an object is indicated in MANAGE Data Job Name by located on the right hand side of the page name...

Page 29: ...contain more than one coordi nate triplet of the same and or of different classes The class The class describes the type of coordinate triplet The following table shows the classes in descending hier...

Page 30: ...tion Sub class Description Instrument source COGO Indirect coordinate determination with application program COGO GPS or TPS NONE Direction is available but no coordinates TPS Height is available but...

Page 31: ...lity Instrument source ASCII File Convert Data Import ASCII GSI Data to Job GPS or TPS Arc Base Pt COGO Arc Calculation Base Point GPS or TPS Arc Centre Pt COGO Arc Calculation Centre Point GPS or TPS...

Page 32: ...section Bearing Distance GPS or TPS 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 fro...

Page 33: ...ection Helmert TPS Setup Set Az Setup Set Azimuth TPS Srvy Auto Offset Survey Auto Points automatically recorded with offsets GPS or TPS Stakeout Stakeout GPS or TPS Survey Survey measured TPS Survey...

Page 34: ...sition deviates from the true position by less than the CQ value different from the standard deviation CQ versus standard deviation The standard deviation as CQ would often be too optimistic This is w...

Page 35: ...lly small value Computation GPS measurements Least square adjustment Unknowns like rover coordinates Root Mean Square RMS a posteriori of unit weight Reflects all error sources such as diffraction mul...

Page 36: ...eight 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 p...

Page 37: ...anaging Creating Editing Points Data GPS900 37 Position determination with satellites appearing in all four quadrants Height determination with satellites appearing in two quadrants GPS900_032 N H N E...

Page 38: ...X900 or from the PC via ActiveSync to the internal memory of the RX900 Steps from creating to using a codelist The creating editing and managing of codelists is explained in this chapter RX900 Codelis...

Page 39: ...aging Creating Editing Codes Codelists GPS900 39 In order to use a codelist on the RX900 it must be transferred from the internal memory to the System RAM Refer to 22 Using the Tools Transferring Obje...

Page 40: ...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...

Page 41: ...F3 3 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 Creator The person s name who is cr...

Page 42: ...ating new codes viewing codes with their related information editing codes deleting existing codes Access step by step Step Description 1 2 In MANAGE Codelists highlight the codelist of which codes ar...

Page 43: ...elists GPS900 43 Managing codes The 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 DE...

Page 44: ...be created Line and area code types can be displayed when editing a code from a System1200 codelist Line Style Available when editing a code from a System1200 codelist The style in which lines areas a...

Page 45: ...be created If yes repeat step 4 If no continue with step 6 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 wh...

Page 46: ...for MANAGE Codes For simplicity the functionality which is different from MANAGE Codes is explained here Access step by step Available for jobs which have a codelist attached Step Description 1 2 In...

Page 47: ...be added to a code and line styles can be changed STORE F1 To store the code including any newly created attributes and to return to the screen from where MANAGE Edit Code was accessed NEW A F2 To ad...

Page 48: ...escription A code is a description which can be stored with an point or alone Structure of codes Codes Thematical codes Point related information recorded together with the actual point in the field F...

Page 49: ...reate 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...

Page 50: ...nformation to be stored with the code Up to twenty attributes can be related to one code Attributes are not compulsory Structure of attributes Attributes Attribute type Normal Mandatory Fixed Attribut...

Page 51: ...alue 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...

Page 52: ...Elements of a codelist Choicelist An input for the attribute is selected from a predefined list New attributes with this attribute value region can be created in LGO Code Attributes Attribute value t...

Page 53: ...ample Codelist Code 1 Attribute 1 1 1 Attribute Attribute 1 1 20 Code 2 Attribute 1 2 1 Attribute Code Codelist Birch Height Condition Remark Road Material System RAM codelist A codelist stored in the...

Page 54: ...be uploaded from LGO All GPS surveyed points are always stored as WGS 1984 geodetic coordinates regardless of the coordinate system being used Using a different coordinate system converts the coor di...

Page 55: ...Y Z b WGS 1984 ellipsoid c WGS 1984 geodetic Latitude longitude ellipsoidal height d 7 parameter transformation dX dY dZ rx ry rz scale e Local cartesian X Y Z f Local ellipsoid g Local geodetic Latit...

Page 56: ...84 coordinate system WGS 1984 is the global geocentric datum to which all GPS positioning information is referred to WGS 1984 is the default coordinate system on a RX900 It is not possible to manually...

Page 57: ...oordinate system and continue The selected coordinate system will be attached to the active job NEW F2 To create a coordinate system manually EDIT F3 To edit the highlighted coordinate system DEL F4 T...

Page 58: ...SHIFT SET D F4 Available unless a default coordinate system is highlighted To turn the highlighted coor dinate system into a user defined default coordinate system stored in the RX900 SHIFT DEFLT F5...

Page 59: ...ep Description 1 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 3 NEW F2 or EDI...

Page 60: ...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 projectio...

Page 61: ...inate system to be edited 3 EDIT F3 4 In MANAGE Edit Coordinate System highlight Transform 5 ENTER to access MANAGE Transformations Listed are all Classic 3D transformations stored in the database DB...

Page 62: ...To display information about the type of heights computed and the number of control points used for the determination of the transformation SHIFT SET D F4 To turn the highlighted transformation into...

Page 63: ...NAGE Transformations Step Description 1 In MANAGE Transformations highlight a transformation When creating a new transformation a copy of this transformation is taken for further configurations 2 NEW...

Page 64: ...PAGE F6 changes to the More page 7 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 Molodens...

Page 65: ...light a coordinate system to be edited 3 EDIT F3 to access MANAGE Edit Coordinate System 4 In MANAGE Edit Coordinate System highlight Ellipsoid 5 ENTER to access MANAGE Ellipsoids Listed are all ellip...

Page 66: ...ng Creating Editing Coord Systems GPS900 66 SHIFT SET D F4 To turn the highlighted ellipsoid into a user defined default ellipsoid stored in the RX900 SHIFT DEFLT F5 To recall the deleted default elli...

Page 67: ...Ellipsoid 5 ENTER to access MANAGE Ellipsoids Step Description 1 In MANAGE Ellipsoids highlight an ellipsoid When creating a new ellipsoid a copy of this ellipsoid is taken for further config urations...

Page 68: ...stem 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 Listed are all projections stored in th...

Page 69: ...any of the following options Trans Mercator Transverse Mercator Conformal projection onto a cylinder with its axis lying on the equatorial plane The cylinder is tangential to a meridian UTM Universal...

Page 70: ...mal The scale is true along the central meridian and along lines perpendic ular to central meridian Polar Stereo Polar Stereographic Conformal azimuthal projection onto a plane The point of projection...

Page 71: ...rojections Step Description 1 In MANAGE Projections highlight a projection When creating a new projection a copy of this projection is taken for further configurations 2 NEW F2 or EDIT F3 3 MANAGE New...

Page 72: ...al memory of the RX900 Extension gem 1 Here the geoid field file is stored in the internal memory of the RX900 It is recom mended for large geoid field files This method is explained in this chapter 2...

Page 73: ...to be edited 3 EDIT F3 to access MANAGE Edit Coordinate System 4 In MANAGE Edit Coordinate System highlight Geoid Model 5 ENTER to access MANAGE Geoid Models Listed are all geoid models stored in the...

Page 74: ...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 internal memory DEL F4 To delete the highlig...

Page 75: ...ep Description 1 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 Geoid Model 5...

Page 76: ...field to directly convert coordinates from WGS 1984 to local grid without the need of transformation parameters The creation of CSCS models on the RX900 and the functionality of all screens and field...

Page 77: ...ined 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 leve...

Page 78: ...ably 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 tran...

Page 79: ...l 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 co...

Page 80: ...for copying may be viewed in a points listing The point sort settings define the order of the points in the listing When points are copied from one job to another their point codes and attached attri...

Page 81: ...dit and delete points stored with the job Selected sort settings apply CSYS F6 To select a different coordinate system Field Description of Field From Job Describes where the points are to be copied f...

Page 82: ...red to the System RAM Format Characteristic Description Custom ASCII Export variables Refer to the online help of LGO Format definition Composed individually as format file using LGO Refer to the onli...

Page 83: ...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 3 Highlight Format F...

Page 84: ...py Export Import GPS900 84 7 Information message Are more data to be exported If yes continue with step 8 If no continue with step 9 8 YES F4 Repeat steps 2 to 7 9 NO F6 returns to the GPS900 Main Men...

Page 85: ...d delimiter can be defined during import Units As currently configured on the RX900 Height Orthometric or ellipsoidal Local heights but no coordi nates in file Points are imported without coordinates...

Page 86: ...ned in the GSI file Heights Orthometric or ellipsoidal Local heights but no coordi nates in file Points are imported without coordinates but with local height and code if available Coordinates but no...

Page 87: ...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 Li...

Page 88: ...ternal memory can be selected To Job Choosing a job as destination for import makes this job the active job CONF F2 accesses IMPORT Define GSI Import For Switch WI81 WI82 Yes all WI 81 data normally E...

Page 89: ...le Bluetooth devices If more than one Bluetooth device is found a list of available devices is provided The user can then select from this list Field Description of Field Antenna The antenna in the RX...

Page 90: ...90 Bluetooth Use this setting if RX900 will be connected to ATX900 via Bluetooth USB Cable Use this setting if RX900 will be connected to ATX900 via Cable ID Address The ID address of ATX900 to be us...

Page 91: ...es Codelists for a complete description of coding Access Configuring CONT F1 To accept the screen entries and continue Field Description of Field Attributes Determines the attribute values displayed u...

Page 92: ...stored in the job are displayed and stored Thematc Codes Sets the coding method With Codelist Codes stored within the job codelist can be selected to code points Without Codelist Codes stored within t...

Page 93: ...P values accepted for point occupations Access Configuring CONT F1 To accept the screen entries and continue Field Description of Field CQ Control The type of coordinate quality to be checked before s...

Page 94: ...Pos Only The point position is checked Height Only The point height is checked Pos Height The point position and point height are checked Maximum CQ Available unless CQ Control None The maximum accep...

Page 95: ...s Configuring 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 Field Description of Field Name Input fi...

Page 96: ...ype 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 Lin...

Page 97: ...sitions recorded over the period of point occupation Appears in the display mask of real time rover configurations Time at Point Output field for time from when the point is occu pied until point occu...

Page 98: ...and to the USER key Refer to 26 Understanding HOT Keys USER key STATUS Key for more information on hot keys and the USER key Access Configuring the Hot Keys CONT F1 To accept the screen entries and co...

Page 99: ...F1 To accept the screen entries and continue DEFLT F5 To recall the default settings PAGE F6 To change to the next page on the screen Field Description of Field 1 to 9 All functions screens or applica...

Page 100: ...g 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 Access Configuring CONT F1 To...

Page 101: ...23 Using the Tools Uploading Software for information on uploading languages Access Configuring CONT F1 To accept the screen entries and continue DEL F4 To delete the highlighted language Field Descri...

Page 102: ...track satellites Access Configuring CONT F1 To accept the screen entries and continue Field Description of Field Time Zone From 13 00 to 13 00 The time zone for the current location and local date Loc...

Page 103: ...ess Configuring pt occupation settings CONT F1 To accept the screen entries and continue PARAM F3 To configure the time interval after which a point occupation can be stopped automati cally Field Desc...

Page 104: ...position and height qualities are both less than the configured values Ht Quality Sets the maximum height qualities for each point occupation Calcu lating the qualities starts when OCUPY F1 is pressed...

Page 105: ...ting on the same radio channel This information can be used to select appropriate reference stations to dial The data format of the selected reference station is automatically used on the rover Leica...

Page 106: ...Configuring the Radio Channel GPS900 106 Actual Freq The actual frequency of the radio Field Description of Field...

Page 107: ...screen define which satellites and satellite signals will be used by RX900 Access Configuring CONT F1 To accept the screen entries and continue Field Description of Field Cut Off Angle Sets the elevat...

Page 108: ...e keys The settings are stored on the RX900 itself If RX900 s are exchanged the settings stored on the new RX900 apply Access Configuring the display CONT F1 To accept the screen entries and continue...

Page 109: ...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 a...

Page 110: ...s the beeps upon key presses on RX900 CONT F1 To accept the screen entries and continue PAGE F6 To change to the next page on the screen Field Description of Field Deflt Num Sets the set of extra char...

Page 111: ...nt data displayed information related to some types of measurement data the order in which coordinates are displayed Access Configuring the units CONT F1 To accept the screen entries and continue PAGE...

Page 112: ...port or storage The available options depend on the selected Distance Unit Angle Unit 400 gon 360 360 dec or 6400 mil The units shown for all angular and coordinate related fields More angle settings...

Page 113: ...ity related fields Area Unit m2 Int Acres Ai US Acres A Hectares ha fi2 or ft2 The units shown for all area related fields Volume Unit m3 fi3 ft3 or yd3 The units shown for all volume related fields T...

Page 114: ...t page on the screen Field Description of Field Direc Ref North Azimuth South Azimuth North Anticlock or Bearing Sets the reference direction as well as the direction from where and how azimuths are c...

Page 115: ...elds in other screens are called Azimuth Direc Base True or Magnetic Sets the North direction Mag Declin Available for Direc Base Magnetic The value for the magnetic declination It is considered when...

Page 116: ...n entries and continue PAGE F6 To change to the next page on the screen Field Description of Field Time Format 24 hour or 12 hour am pm How the time is shown in all time related fields Date Format Day...

Page 117: ...on the screen Field Description of Field Grid Format 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 Geode...

Page 118: ...rotected programs Protected option A licence key is required for the following protected receiver option Entering Loading a licence key A licence key file can be uploaded to RX900 To upload a licence...

Page 119: ...y to activate the program or the protected options or the software maintenance Upload Key File The licence key file is uploaded from the internal memory The licence key file must be stored in the SYST...

Page 120: ...Using the Tools Activating Licence Keys GPS900 120 The next step IF a licence key is to be THEN uploaded select the method to input the licence key and press CONT F1 deleted press SHIFT DEL F4...

Page 121: ...e calculator has two operating modes RPN mode and Standard mode The arithmetic operations available are identical the difference lies in the way informa tion is entered stored and displayed on the scr...

Page 122: ...accessed Field Description of Field First field on the screen The unit used for trigonometric functions in the calculator as configured in TOOLS Calculator Configuration DEG Degrees RAD Radians GRAD G...

Page 123: ...next step Press SHIFT DONE F4 to return to the Main Menu screen Z Second stack After an operation the value from Y is written here Y First stack After an operation the value from X is written here X T...

Page 124: ...scription of Field First field on the screen The unit used for trigonometric functions in the calculator as configured in TOOLS Calculator Configuration DEG Degrees RAD Radians GRAD Gon The result of...

Page 125: ...lculating with Calculator GPS900 125 The next step Press SHIFT DONE F4 to return to the Main Menu screen Last field on the screen The value for next operation or result from latest operation Field Des...

Page 126: ...from Y F3 To multiply X by Y F4 To divide Y by X F5 To change between positive and negative algebraic sign for X F6 To clear X Level 2 press to access the next level F1 To add X to X and Y to Y F2 To...

Page 127: ...Display Dec in TOOLS Calculator Configuration F4 This softkey is blank F5 To convert degrees into radians F6 To convert radians into degrees Level 5 press to access the next level F1 Conversion of re...

Page 128: ...ate 10 X F3 To calculate the loge X F4 To calculate e X F5 This softkey is blank F6 To calculate Y X Level 7 press to access the first level F1 To store X to the memory Up to ten values can be stored...

Page 129: ...ator GPS900 129 Press SHIFT at any level to access the second level of function keys F6 To delete everything Softkey Description of Softkey F2 To configure the calculator F4 To return to the Main Menu...

Page 130: ...alculator Configuration CONT F1 To accept the screen entries and continue Field Description of Field Operatng Mode RPN The principle of for example Hewlett Packard calculators Standard The principle o...

Page 131: ...the Tools Calculating with Calculator GPS900 131 DEG Degrees RAD Radians GRAD Gon Display Dec From 0 Decimals to 10 Decimals The number of decimal places shown in TOOLS Calculator Field Description of...

Page 132: ...a will be erased Access Formatting 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...

Page 133: ...describes the basic procedure for transferring objects between the internal memory and the System RAM Refer to Appendix C Directory Structure of the Memory Device for information about file types and...

Page 134: ...om System RAM Internal Memory Transfer from internal memory To Memory device to transfer object to Codelist To select the codelist to be transferred Coord Sys To select the coordinate system to be tra...

Page 135: ...ystem languages and firmware can be uploaded These files to be uploaded are stored in the SYSTEM directory of the memory device Access Type Upload File extension From To Programs Internal memory Progr...

Page 136: ...Using the Tools Uploading Software GPS900 136 Uploading options Uploading CONT F1 To select files for upload CONT F1 To accept the screen entries and continue...

Page 137: ...900 when uploading ATX900 firmware Connect ATX900 and RX900 via cable Uploading the ATX900 firmware takes some time Language List of language files stored in the internal memory It is not possible to...

Page 138: ...contents of folders on the memory device The DBX directory cannot be accessed to view files Access Viewing the directory CONT F1 To access a directory or to view a file DIR F2 Available for a director...

Page 139: ...The file extension is shown for files at the beginning of a line indicates a directory is displayed at the top of the list if a directory has been accessed Data Time Date and Time of the directory or...

Page 140: ...Using the Tools Viewing Data GPS900 140 Viewing the file CONT F1 To continue Keys Function of Keys Moves up Moves down Moves right Moves left...

Page 141: ...es 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 Map mode Available as th...

Page 142: ...ing MapView The MapView interactive display feature is accessed through the application program itself Depending on the application program and from where in the application program MapView is accesse...

Page 143: ...View Configuration screen affect the appearance of MapView in all application programs not just the active application program Accessing step by step Configuring the Points page Step Description 1 2 H...

Page 144: ...View Point ID Yes or No Available for Show Points Yes Determines if the ID of a point is displayed CONT F1 To accept the screen entries and continue PAGE F6 To change to another page on the screen Fie...

Page 145: ...layed As Configured Point information is shown regardless of the number of points being displayed Datum View WGS 1984 or Local Determines the datum in which the points are viewed Rotate 180 Yes or No...

Page 146: ...he map Pressing ESC stops the zooming process All keys become active again ZOOM F5 To zoom out of the map Pressing ESC stops the zooming process All keys become active again SHIFT CENTR F4 To centre t...

Page 147: ...um for the zoom but the scale cannot display values greater than 99000 m In this case the value displayed will be 99000 m Symbol Description of Symbol North arrow North is always orientated towards th...

Page 148: ...ey 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 to...

Page 149: ...essing SYMBL F3 in MapView Configuration Points page Symbol Description 3D control point is a point of class CTRL with full coordinate triplet 2D control point is a position only point of class CTRL A...

Page 150: ...he hot keys are accessed by pressing F7 F8 F12 directly 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 si...

Page 151: ...carries out the assigned function or starts the assigned program The User Menu screen cannot be accessed while in a CONFIGURE screen Defining the USER key step by step This example shows how to assig...

Page 152: ...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 Access step by step The Status Menu Step...

Page 153: ...ailable MORE F5 To open and close a window showing the date of the used almanac the number of satellites tracked as shown on the skyplot and the number of all satellites available above the cut off el...

Page 154: ...Satellites Rover page Softkey Description of Softkey CONT F1 To return to the Main Menu screen MORE F5 To open and close a window showing the date of the used almanac the number of satellites tracked...

Page 155: ...al time data format message type GPS Used L1 L2 The number of satellites on L1 and L2 being used in the current posi tion solution Last Received Seconds since the last message from the reference was r...

Page 156: ...ield Description of Field 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 Descrip...

Page 157: ...t 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 Coords of The coordinates for the reference station whic...

Page 158: ...display information about the satellite with the next larger PRN Field Description of Field Sat PRN The PRN number of the satellites Sat Time The GPS time of the satellite Phase L1 Phase L2 The numbe...

Page 159: ...creen 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 Late...

Page 160: ...S900 160 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 th...

Page 161: ...he percentage of remaining power capacity for all batteries are displayed numerically Batteries not in use are shown in grey Softkey Description of Softkey CONT F1 To return to the Main Menu screen RE...

Page 162: ...HOT Keys USER key STATUS Key GPS900 162 Mem System The total free system memory The system memory stores RX900 related files such as system settings survey related files such as codelists Field Descri...

Page 163: ...Firmware The version number of the firmware Build The build number of the firmware Maintenance End The expiry date of the software maintenance is shown Meas Engine The firmware version for the measure...

Page 164: ...l Time Input 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 radio is c...

Page 165: ...PART 2 The Applications GPS900 165 PART 2 The Applications...

Page 166: ...e GeOmetry calculations This program calculates point coordinates bearings between points and distances between points It is a program for calculating rather than for measuring Changing the coordinate...

Page 167: ...ption of Field Job The active job Coord System The coordinate system currently attached to the selected Job Codelist This field is a choicelist when codes are not stored in the selected Job This is fi...

Page 168: ...with full coordinate triplets position only points and height only points can be used Intersections To calculate the position of an intersection point using Brng Brng bearings from two known points B...

Page 169: ...an offset Arc Calculations To calculate Calc Arc Center the arc centre Calc Base Point the base point of the arc Calc Offset Point the offset point of the arc The arc can be defined using three points...

Page 170: ...lculating with Inverse Known P0 First known point P1 Second known point Unknown Direction from P0 to P1 d1 Slope distance between P0 and P1 d2 Horizontal distance between P0 and P1 d3 Height differenc...

Page 171: ...n the choicelist Press NEW F2 to create a new point Azimuth The direction from the first known point to the second known point HDist Grid The horizontal distance between the two known points Height Th...

Page 172: ...Intersections menu option Diagram of intersection method 1 Bearing Bearing Calculating with Bearing Bearing Known P0 First known point P1 Second known point 1 Direction from P0 to P2 2 Direction from...

Page 173: ...thod 2 Bearing Distance Calculating with Bearing Distance Known P0 First known point P1 Second known point Direction from P0 to P2 r Radius as defined by the distance P1 to P2 Unknown P2 First COGO po...

Page 174: ...Distance Calculating with Distance Distance Known P0 First known point P1 Second known point r1 Radius as defined by the distance P0 to P2 r2 Radius as defined by the distance P1 to P2 Unknown P2 Fir...

Page 175: ...of intersection method 4 By Points Calculating with By Points Known P0 First known point P1 Second known point P2 Third known point P3 Fourth known point a Line from P0 to P1 b Line from P2 to P3 Unk...

Page 176: ...the program SHIFT ELL H F2 SHIFT ORTH F2 To change between the ellipsoidal and orthometric height Field Description of Field Method The method for calculating the COGO point 1st Point The point ID of...

Page 177: ...he Line Calculations menu option Diagram of line calculations method 1 Calc Base Point Calculating with Calc Base Point Known P0 Start Point P1 End Point P2 Offset Point Unknown P3 COGO point base poi...

Page 178: ...ions menu option Diagram of line calculations method 2 Calc Offset Point Calculating with Calc Offset Point Known P0 Start Point P1 End Point d1 Offset Grid d2 Line Grid Unknown P2 COGO Point offset p...

Page 179: ...int 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 Field Description of Field Task The task f...

Page 180: ...gram to select the Arc Calculations menu option Diagram of arc calculations method 1 Calc Arc Center Calculating with Calc Arc Center Known P1 Start Point P2 Second Point P3 End Point Unknown P4 COGO...

Page 181: ...ns menu option Diagram of arc calculations method 2 Calc Offset Point Calculating with Calc Offset Point Known P1 Start Point P2 Second Point P3 End Point d1 ArcDist Grid d2 Offset Grid Unknown P4 COG...

Page 182: ...Calculations menu option Diagram of arc calculations method 3 Calc Base Point Calculating with Calc Base Point Known P1 Start Point P2 Second Point P3 End Point P5 Offset Point Unknown P4 COGO point...

Page 183: ...SHIFT CONF F2 To configure the program SHIFT ELL H F2 SHIFT ORTH F2 To change between the ellipsoidal and orthometric height Field Description of Field Task The task for calculating the COGO point St...

Page 184: ...the version number the date of the version the copyright and the article number Field Description of Field Est Pos Qlty The estimated value for the position quality assigned to all calculated COGO poi...

Page 185: ...the WGS 1984 datum to the local datum The Determine Coordinate System application program allows the parameters of a new transformation to be determined the parameters of an existing transformation t...

Page 186: ...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...

Page 187: ...d and a standard Transverse Mercator projection is used to compute the preliminary WGS 1984 grid coordinates For areas without large height differences Points and transformation parameters The transfo...

Page 188: ...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 com...

Page 189: ...of transformation used details about the map projection the local ellipsoid and a local geoidal model may also be needed Requirements for control points The control points used for the transformation...

Page 190: ...ilable for Method Normal 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 Entering the name of a coordinate...

Page 191: ...he name of the new coordinate system select the appropriate jobs select Method Normal and continue with sec 28 3 to update an existing coordinate system enter the name of the existing coordinate syste...

Page 192: ...Field Description of Field Transfrm Name 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...

Page 193: ...g with Determine Coord System GPS900 193 Step 2 choosing geoid model CONT F1 To accept the screen entries and continue Field Description of Field Geoid Model The geoid model to be used in the transfor...

Page 194: ...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 adde...

Page 195: ...moves matched common points from the transformation calculation but does not delete them from the list This can be used to help improve residuals Column Description of Column CONT F1 To accept the scr...

Page 196: ...esiduals page Indicates the largest residual in East North and Height IF THEN the residuals are unacceptable press ESC to return to step 3 Matched points can be edited deleted or temporarily removed f...

Page 197: ...al parameter 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 t...

Page 198: ...WGS84 Pts Job selected at the beginning replacing any coordinate system attached to this job WGS84 Pts Job becomes the active job PAGE F6 To store the coordinate system Field Description of Fields fo...

Page 199: ...iption of Fields for the Coord System page Residuals None 1 DistanceXX or Multiquadratic The method by which the residuals of the control points will be distributed throughout the transformation area...

Page 200: ...al method Selecting the existing coordinate system Refer to section 28 2 Starting the Program to enter or select the existing coordinate system Updating the existing coordinate system The steps to fol...

Page 201: ...F1 To accept the screen entries and continue Field Description of Field Transfrm Name A unique name for the transformation The name may be up to 16 characters in length and may include spaces Transfrm...

Page 202: ...g with Determine Coord System GPS900 202 Step 2 choosing geoid model CONT F1 To accept the screen entries and continue Field Description of Field Geoid Model The geoid model to be used in the transfor...

Page 203: ...height are taken from the same pair of matching points Pos Only Position is taken from one pair of matching points The height can be taken from another pair of matching points WGS84 Point Choicelist T...

Page 204: ...Field CONT F1 To accept the screen entries and continue Field Description of Field Method Use WGS84 North User Entered Convergnce Angle or Two WGS84 Points Method by which the rotation angle for the...

Page 205: ...e convergence angle will be calculated Rotation Output The rotation of the transformation calculated as 0 00000o minus the computed convergence angle When Method Two WGS84 Points the following fields...

Page 206: ...Field Method 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 Choicelist WG...

Page 207: ...0 Main Menu SCALE F4 or PPM F4 To switch between Scale displaying the true scale and displaying the ppm Field Description of Field Name A unique name for the coordinate system The name may be up to 16...

Page 208: ...ll be flagged as possible outliers Residual Distbtn The method by which the residuals of the control points will be distributed throughout the transformation area None No distribution is made Residual...

Page 209: ...ly a onestep coordinate system to the active job designed to provide an orientation to a GPS job in a similar method to a TPS resection This program is specifically aimed at those users who are new to...

Page 210: ...program CONT F1 To accept the screen entries and continue 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...

Page 211: ...he measurement ends auto matically 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 CON...

Page 212: ...used for the calculation Height Only The height is used for the calculation 3D CQ The current 3D coordinate quality of the computed position Field Description of Field CALC F1 To confirm the selectio...

Page 213: ...the highlighted point from the transformation calcu lation but does not delete it from the list This can be used to help improve residuals Column Description of Column STORE F1 To accept the screen e...

Page 214: ...ght residual If heights were not used in the transformation calculation then will be displayed Indicates residuals that exceed the residual limit Indicates the largest residual in East North and Heigh...

Page 215: ...ts stored as WGS 1984 geodetic Local grid Points must have full coordinate triplets Heights and positions are always considered Terms Defining a reference line arc A reference line is defined by two k...

Page 216: ...on 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 Direction of values The following diag...

Page 217: ...different coordinate system 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 a...

Page 218: ...ped in manually then the name of the active job is displayed Field Description of Field CONT F1 To accept the screen entries and continue SLOPE F3 To define the slope PAGE F6 To change to another page...

Page 219: ...t The end point of the reference line arc Line Length The horizontal grid distance between Start Point and End Point of the line is displayed if the distance cannot be calculated Arc Dist The horizont...

Page 220: ...an be calculated relative to the defined reference line arc Diagram 1 measuring to a line horizontally Diagram 2 measuring to a line vertically P0 Start point P1 End point P2 Measured point P3 Referen...

Page 221: ...tally Target point inside arc Target point outside arc P0 Start point P1 End point P2 Measured point P3 Reference point d1 Offset d2 Arc P0 Start point P1 End point P2 Measured point P3 Reference poin...

Page 222: ...Y 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...

Page 223: ...ID of the point to be measured Antenna Ht The height of the antenna that is being used The changed antenna height is used until the application program is exited Offset Perpendicular offset from the...

Page 224: ...with Reference Line GPS900 224 Ht 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 Field Description...

Page 225: ...c 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 P0 Start point P1 End point P2 Target point P3...

Page 226: ...tically Diagram 3 staking to an arc horizontally P0 Start point P1 End point P2 Target point P3 Reference point with Design Ht GPS900_025 P0 P1 P3 P2 P0 Start point P1 End point P2 Target point P3 Ref...

Page 227: ...ng to an arc vertically Step 1 Entering the offsets P0 Start point P1 End point P2 Target point P3 Reference point with Design Ht GPS900_024 P0 P1 P3 P2 d CONT F1 To accept the screen entries and cont...

Page 228: ...Design Ht Allows input of the design height of the target point OCUPY F1 To start measuring the point being staked The position mode icon changes to the static icon F1 changes to STOP The difference...

Page 229: ...The point ID of the point to be staked hA The default antenna height The changed antenna height is used until the application program is exited FORW The horizontal distance from the current position t...

Page 230: ...hometric 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 he...

Page 231: ...r Field Description of Field Orientate 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...

Page 232: ...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 orien...

Page 233: ...llows 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 o...

Page 234: ...ference 31 1 An Overview of the Program Description Setup Reference is a program to configure GPS900 as a reference station After completing the program the reference station is operating and RX900 sw...

Page 235: ...stem Field Description of Field Job The active job Coord System The coordinate system currently attached to the selected Job Codelist Choicelist No codes are stored in the selected Job Output Codes ha...

Page 236: ...continue SRCH F4 To search for all available Bluetooth devices If more than one Bluetooth device is found a list of available devices is provided Field Description of Field Antenna Antennas in the RX...

Page 237: ...d Description of Field Radio Type The type of radio Channel The radio channel The channel used must be within minimum and maximum allowed input values The minimum and maximum allowed input values for...

Page 238: ...se the same coordinates as when the receiver was last used as a reference HERE F4 To use the coordinates of the current navi gated position Field Description of Field Point ID The point ID for the ref...

Page 239: ...tore the reference point FNSH F1 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 w...

Page 240: ...in a job in the internal memory The points may already exist in a job on RX900 have been uploaded to a job on RX900 using LGO have been uploaded from an ASCII file to a job on RX900 A staked point ca...

Page 241: ...re 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 Height source Heights can be taken into...

Page 242: ...stored with the job CSYS F6 To select a different coordinate system Field Description of Field Stakeout Job The job containing the points to be staked Job The active job Points which are occupied afte...

Page 243: ...ut typed in manually then the name of the active job is displayed Field Description of Field CONT F1 To accept the screen entries and continue SHIFT CONF F2 To configure the program Field Description...

Page 244: ...for Stakeout Task Points 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 IF the stake...

Page 245: ...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 wit...

Page 246: ...icon F1 changes to STORE After ending the measurements the differences between the measured point and the point to be staked are displayed STORE F1 To store the measured point When Auto STORE Yes in...

Page 247: ...n 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 hA The de...

Page 248: ...move up D Ht 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 n...

Page 249: ...f a selected DTM job The height differ ences are calculated and displayed Staking a DTM may be used for staking out where the DTM represents the surface to be staked quality control purposes where the...

Page 250: ...ly 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...

Page 251: ...calculated and displayed To move down FILL The positive height differences from the current position to the equivalent point in the selected DTM job is calculated and displayed To move up D Ht The de...

Page 252: ...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 Elements of the graphical display Gr...

Page 253: ...Working with Stakeout GPS900 253 For orthogonal stakeout For DTM stakeout Standard graphical display For scale 0 5 m Reversed graphical display Standard graphical display For scale 0 5 m...

Page 254: ...r Field Description of Field Orientate 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...

Page 255: ...nt 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 Y...

Page 256: ...anually occupied staked point and the point to be staked If the defined Pos Limit is exceeded the stakeout can be repeated skipped or stored Pos Limit User input Available for Pos Check Yes Sets the m...

Page 257: ...stance 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 t...

Page 258: ...es and continue CONF F2 To configure auto points measurements DATA F5 To view edit and delete points stored with the job CSYS F6 To select a different coordinate system Field Description of Field Job...

Page 259: ...ess CONT F1 and proceed to the Survey page to survey auto points 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...

Page 260: ...y as defined by the stop criteria The position mode icon changes to the moving icon F1 changes to STORE STORE F1 To store the point information When Auto STORE Yes in CONFIGURE Point Occupation Settin...

Page 261: ...llected in the Survey program Surveying auto points 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...

Page 262: ...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 codel...

Page 263: ...e 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 Distance The difference in distance from the last stored...

Page 264: ...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...

Page 265: ...es From 0 to 5 Defines how many lines do not scroll in the screen 1st Line to 16th Line For each line one of the following options can be selected Attrib free 01 04 Output field for attributes for fre...

Page 266: ...tput field for the number of auto points logged after pressing START F1 Counting starts again from 0 when START F1 pressed again PDOP Output field for current PDOP of the computed position Quality 1D...

Page 267: ...u Tree GPS900 267 Appendix A Menu Tree Menu tree MAIN MENU STAKEOUT PROGRAMS MANAGE JOBS CODELISTS COORD SYSTEMS CONVERT EXP DATA IMP DATA COPY PTS CONFIG SURVEY CONFIG DISPLAY CONFIG CODE CONFIG QUAL...

Page 268: ...8 PT OCCUPATION INSTR CONFIG ANTENNA SAT CONFIG TIME ZONE INSTRUMENT ID GENERAL CONFIG HOTKEYS USER UNITS FORMATS LANGUAGE DISPLAY BEEPS RADIO CONFIG TOOLS FORMAT TRANSFER CODELISTS COORDINATE SYSTEMS...

Page 269: ...Menu Tree GPS900 269 CSCS FIELD FILES FORMAT FILES SYSTEM RAM CONTENTS ANTENNA RECORDS SYSTEM APPLICATION PROGRAMS SYSTEM LANGUAGES INSTRUMENT FIRMWARE CALC VIEW LICENCE...

Page 270: ...mported 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 RAM 1 MB System language Codelist...

Page 271: ...ure CODE Codelists various files CONFIG Configuration files filename xfg CONVERT Format files filename frt DATA ASCII files for import export to from job filename Logfiles created from application pro...

Page 272: ...Device GPS900 272 GSI GSI files filename gsi ASCII files for export from job filename SYSTEM Application program files filename a Firmware files filename fw Language files filename s Licence file fil...

Page 273: ...and socket for the port of the RX900 are explained Pin assignments for 8 pin LEMO 1 Sockets 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...

Page 274: ...ATX900 are explained Port at the ATX900 Pin assignments for 8 pin LEMO 1 a 8 pin LEMO 1 to connect cable to RX900 GPS900_027 a Pin Name Description Direction 1 USB_D USB data line In or out 2 USB_D US...

Page 275: ...Pin Assignments and Sockets GPS900 275 Sockets 8 pin LEMO 1 LEMO 1 8 pin LEMO HMI 1B 308 CLNP...

Page 276: ...ssories 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...

Page 277: ...tion GEV97 Cable 1 8 m GX power cable GEV121 Cable 0 5 m GX power cable GEV161 Cable 2 8 m data transfer GX RX900 to USB GEV162 Cable 2 8 m data transfer GX RX to RS232 GEV173 Cable 1 2 m ATX900 to RX...

Page 278: ...format 85 ASCII file Directory for import export to from job 271 ASCII filesDirectory 272 Attribute Description 50 Type in new 44 Attribute type 51 Attribute value region 51 Attribute value type 51 A...

Page 279: ...inate system file directory 271 Coordinate system management access 57 Coordinate triplet 29 Country Specific Coordinate System models 78 CQ 34 Create Code 44 Codelist 41 Coordinate system 59 CSCS mod...

Page 280: ...section 212 Directory structure of memory device 271 Distribution Residuals throughout transformation area 208 DMASK 263 Double Stereographic projection 70 DTM layer select 244 E Edit Codelist 41 Coor...

Page 281: ...Delete 26 G gem file 72 Geoid field file 72 Directory 271 Geoid model 72 Create from internal memory 75 Delete 74 Description 77 Management access 73 View 74 Geoid separation 77 Geoid height above 77...

Page 282: ...mbert 2 Parallel projection 70 Language file directory 272 Last point orientate to Reference Line 231 Layer DTM select 244 Leica data format 105 Levelled height 77 LGO Creation Attributes 51 Codes 49...

Page 283: ...te System 194 Mean sea level height 77 MEAS class 29 Measure to Arc 218 Line 218 Memory Directory structure 271 Format 132 Status 161 Memory types 270 Menu tree 267 Mercator projection 69 Mode Calcula...

Page 284: ...olar Stereographic projection 70 ppm transformation results 197 PRN 153 PROGS 132 Projection Cassini 70 Create 71 Delete 68 Double Stereographic 70 Edit 71 Lambert 1 Parallel 70 Lambert 2 Parallel 70...

Page 285: ...e 35 Rotate MapView 145 RPN mode 121 RSO projection 70 RX900 Control key beep 110 Exchange 108 S S N 153 Satellites Number used in solution 155 Status 153 Scale transformation results 197 Screen Contr...

Page 286: ...mation Create 63 Delete 61 Description 185 Edit 63 Requirements 185 189 Transformation management access 61 Transformation model 64 Transformation parameters 185 Transformations 61 Transverse Mercator...

Page 287: ...Quality Management and Quality Systems ISO standard 9001 and Environmental Management Systems ISO standard 14001 Ask your local Leica Geosystems dealer for more information about our TQM program 7507...

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