- Stonex Positioning
Contents
1. 5043987 25 504 5043987 21 N 5043987 17 Ml 5043987 08 8 513108 82 513108 87 513108 91 513108 98 513109 00 513109 04 513109 09 513109 13 513109 18 513109 22 TraceLine 111 0002 0001 Fig 3 2 Example map of a baseline Base station It shows the coordinates of base stations of the project By default WGS 84 ellipsoidal coordinate are showed but user can define Cartesian WGS 84 or local projection coordinates see as example fig 3 3 Chapter III Main functions e 55 COIT IE Track Display Observation data Base station Result Name WGS 84 B WGS 84 L WGS MH knownX knownY knownH altitude wGssa x wGsse v woss4 z 45 47998902N 9 22934563E 87 270 4421849 8931 7185074057 45250433271 TraceLine 1 1 0002 0001 Fig 3 3 Example of Base station page Observation data It shows detailed information of every raw data file including the path name of raw data name of the site height of antenna date starting and ending time of collecting In this page you can delete data file and edit antenna height see as example fig 3 4 See chapter IV for a complete description of antenna height set Chapter III Main functions STOTNIEX Track Display Observation data Result File Name Path date Start Ti End time Site ID Ant Mea Ant Mode Ant Type Ver T p No ID 80270215 STH 2010 01 21 16 33 172. Chapter III Main functions e Or IE Open you can open a saved project Save you can save the current project Save As you can save the current project to another path Min Size Save you can save the current project with the minimum size Close you can close the current project Project setting you can change the parameters of the project Print you can print the current page Print preview you can show how the current page would be printed Print Setup you can set the printer Recent file at the first start it is disabled after you have saved a project you can see the projects recently saved and open them Exit you can exit the program Input menu Input Process Utilities T View He Add Gps Observation Data Station Coordinates Eee Fig 3 8 Input menu Add GPS observed data file You can add new observed data to the current project STONEX format STH file and standard RINEX 2 0 file O can be selected from different paths Also IGS precise orbit file sp3 can be selected see as example fig 3 9 Chapter III Main functions e amp OT IE file Select Path File List File T MEE ile Windows CE Tools 00072041 5 Windows Live 00072052 5 STH E South Surveying 00072053 5 South Gps Processor 00092041 5TH select All 00092052 5TH QuickPosition Track a Clear Selection cic Ston
3. STONEXS GQuickPosition is based on VC language If you are not familiar with GPS processing features we suggest to read a general GPS book in order to better understand the contents of this manual Anyway you can ask for any technical support to our address support stonexeurope com or contact your local dealer This is the February 2010 release of the STONEX GQuickPosition user guide Chapter I Software installation Chapter I Software installation L1 Hardware and software requirements sTONEX e Operative System WINDOWS 98 WINDOWS ME WINDOWS 2000 WINDOWS XB WINDOWS VISTA WINDOWS 7 e Hardware environment CPU exceeding PII MMX 200 MHz RAM memory exceeding 32 MB HD space exceeding 4 GB at least 100 MB storage space Screen at least 256 colours 800 600 resolving power L2 Installing steps Double click on the installation file it is showed as follows fig 1 1 InstallShield Wizzard for GPS Processor 1 Ee ih ER E dE A p 1 This product is licensed under the terms m FEN Uer Copyright C 2004 2006 Surveying amp Mapping Corporation 2 Adattatore Foxit PDF Editor i 6 googleupd Sp elg E EMILT 1 aN mi scantilegipy ae X ety QuickPosition Track Setup is preparing the InstallShield Wizard which will quide you through the rest of the set
4. Caculation Time 08 00 Ready Fig 5 2 Satellite orbit map In this map it is possible to see the path of every satellites on the Earth surface e its position at chosen time If user click on the icon above Satellite Distribution Map a window like fig 5 3 is opened Chapter V Star Report STONEX BM StarReport 2010 02 03 drp FILE S Print P Edit E View HELP H Observing Session Status Ovserving Time Zone Longitude Latitude Date Time Limit Altitude Channel nu Hits in a mi Ephemeris 2010 02 03 GMT 08 00 E 113 19 00 N 023 00 08 2010 02 03 08 00 18 00 10 12 5 Yuma txt Satellite nu 9 PDOP value Observing Caculation 1 6 09 30 Calculated Time 09 30 Readv Fig 5 3 Satellite distribution map This map shows the satellite path and position from the point of view of the receiver and allows user to observe the elevation and azimuth of every satellites In case of an obstacle which affects the sky visibility user can also verify using this map how this obstacle compromises the survey If user click on the icon above Satellite Map a new window like fig 5 4 is opened Chapter V Star Report StarReport 2010 02 03 drp FILE S Print P Edit E View HELP H amp X Observing Session Status Ovserving Time Zone Longitude Latitud
5. 39 054 60100503 08 10 1 6 71 302 13 179 27 041 72 120 39 236 25 300 47 085 55 252 29 266 62 330 38 057 Rod 08 15 1 6 71 310 12 178 25 042 70 126 41 239 26 303 47 082 56 256 28 263 65 329 37 059 range N 023 00 08 08 20 1 6 70 318 10 177 23 043 68 131 42 241 27 305 47 078 58 260 28 261 67 328 37 062 Date 2010 02 03 Time Limit 08 00 18 00 SVs 10 PDOP 04 11 16 17 19 20 24 27 28 31 Altitude 10 08 25 2 2 69 324 22 045 66 135 44 244 28 307 46 075 59 264 27 258 69 327 36 065 a 12 08 30 2 1 68 330 20 046 64 139 45 246 29 309 46 071 60 269 26 256 72 325 35 067 08 35 2 0 66 336 19 047 62 142 47 249 30 311 45 068 60 274 26 253 74 321 34 070 Satellite nii 08 40 1 9 65 341 17 048 60 144 48 252 31 313 44 065 61 279 25 251 76 317 33 073 PDOP value 4 0 08 45 1 9 63 345 16 050 57 146 49 256 32 316 43 062 61 285 24 248 79 310 32 075 Observing 60 08 50 1 8 62 349 14 051 55 148 50 259 33 318 42 059 62 290 23 246 81 300 32 078 Caculation Calculated 08 55 1 8 60 353 13 052 53 150 51 263 34 320 40 056 62 295 22 244 82 284 31 080 7 09 00 1 7 59 357 11 054 50 152 52 266 35 322 39 054 62 301 21 241 83 264 30 083 09 05 1 7 57 000 10 055 48 153 53 270 36 324 37 052 62 306 19 239 82 242 29 085 NS SVs 09 PDOP 04 16 17 19 20 24 27 28 31 09 10 2 0 55 003 45 154 54 274 37 327 36 050 61 311 18 237 81 225 28 087 09 15 2 0 54 006 43 155 54 278 39 329 34 048 61 316 17 235 79
6. you can choose the coordinates system there is a list containing world most used coordinate systems however if you don t find your system click on Coordinate Setup box and define a new item The coordinate system settings window is opened fig 2 3 Chapter II First actions STONEX Coordinate System Settings Coordinate system List WwiGS 1 984 954 3 BeiJing1 954 6 China 480 3 China sian 900 6 Geo Coordinate 2000 0 Migerial 990 o ADEBS3 BGE Aleqre Zonaz cADB3 MAROC MAROC 40 Ellipsoid Method af projection Transformation Geoid Model Time Set USE UTC UTC TO Local Hour UTM Universal Transverse Mercator South Coordinal Coordinate Noth East South Wei Method of prajection Coordinate System Settings Central Meridian Deg MinSec 4 Projection Percentage 0 9995 Origin Latitude Deg 0 United Arab Emirates 1 Frajection Heightim 3F5S Sn Lanka 500000 Hegarding Bbland Bl EGSA False Brussel 197 False Easting m Brussel 2005 Brussel 2009 PRSY IHEFOS 40 Delete Fig 2 3 Coordinate system settings In this window
7. you can set all parameters necessary to correctly define a coordinate system ellipsoid parameters method of projection geoid model etc Moreover you can modify one of the default systems When you have finished click on Return to come back to project settings window In the Central meridian box you can see what is the central meridian of the selected coordinate system Chapter III Main functions e amp OT IE X Chapter III Main functions 111 1 Moving through the pages After the selection of a new project the main interface appears like fig 3 1 GQuickPostion ppk_bruzzano1 GQP Project Input Process Utilities T View Help D pui 4 9 Track Display E Track Display e gt All Route Base station zl Dbservation data Vector 0 000 E 0 000 Fig 3 1 Main interface after starting a new project You can see in the window on the left a list of item which can be considered as the components of the project You can expand them for viewing the elements which compose them or with a double click you can open the corresponding pages on the left window and display all the detail Track Display It shows on a map the positions of collected point and the tracks joining the points In the following pictures you can see an example map fig 3 2 Chapter III Main functions e 5 TOTER Track Display Observation data Base station Result 5043987 30
8. 1 23 IV 2 Kinematic processi 56 IIBS cic cece 24 Chapter V Star REPOT vr 26 V 1 e 26 2 urne 01198 22 E eee ee eee ee 30 Introduction sToONex Introduction STONEX GQuickPosition is a simple to use software which allows you to process your kinematic data collected during your survey obtaining the maximum accuracy Together with STONEX GPS Processor it represents an effective post processing tool It can process different kind of data STONEX data format STH and the standard RINEX format from various GPS receivers You can choose the proper processing parameters minimum epoch number for ambiguity solution satellite elevation cut off etc in order to adapt the software to different conditions For gaining the maximum accuracy you can also import IGS precise orbits sp3 files With this software user can conveniently choose different coordinate system or self defines ellipsoid projection parameters in order to use every national or regional reference system The computation time is low the accuracy and repeatability are comparable with most of commercial software The software graphic interface is outstanding so that you can immediately verify the outcome of the results They are saved in the professional format file of STONEX with the postfix of
9. 15 8027 0 538 0 500 Slant Height 5 722457 9990 ROV 0809108027 0001 MILAO21Q 100 2010 01 21 17 00 17 59 MILA 0 054 0 054 Measure Sheet Antto Bot 3 30 8 8 0002 TraceLine 1 1 0002 0001 Fig 3 4 Example of observation data page Moreover double clicking on a single raw file you can see a report of the tracked satellites in that file see as example fig 3 5 Chapter III Main functions e 5 Om IE X Total Epoches 3599 Interval 1 00 Sec Fig 3 5 Example of tracking satellite report Vector You can see which vectors were created Here as vector we don t mean a vector between two points but the ensemble of the vectors created between the base station and the points of a kinematic survey Double clicking opens the Result page you can get some information about the kinematic solution showing for every points observation time satellite number antenna height XYH coordinates predicted rms root mean square and kind of observation used see as example fig 3 6 Chapter III Main functions S TOTIEX Track Display Base station Result BASE Station MILA0210 100 Rove 80270215 5 Coordinate WGS 1984 0 Center Meridian 9 000000000E Latitude 45 284794806N Longitude 9 134562709E Altitude 187 267 Name OBS Time Num Ant He X Y H Rms TYPE E 2255 2010 01 21 17 10 47 8 0 000 45 315200191N 9 100417228 192 098 9 409 Position 45 315214003 9 100415654E 186 2
10. 213 27 090 09 20 2 0 52 008 41 156 55 282 40 331 32 046 60 321 16 233 77 205 26 092 09 25 2 0 50 011 38 157 55 286 41 333 31 045 60 326 15 231 75 199 25 094 09 30 1 9 49 013 36 158 56 291 42 336 29 044 59 330 14 228 72 195 24 096 09 35 1 9 47 016 34 158 56 295 44 338 27 043 58 334 13 226 70 192 23 099 Fig 5 5 Text output page V 2 Site and time settings In this section it is explained how to set all parameters of Star Report If you click on the icon above Parameter Setup a window like fig 5 6 is opened Chapter V Star Report e S TOTER Parameter Setup Coordinate Time Zone Instrument Setup Collection Condition Ephemeris Doc Start 08 00 End 24 00 Coordinate Setup Self difinitted Coordinate Ehpemeris Doc Caordinate Ephemeris file CN AStonex Gps Processor X Yuma bt Fig 5 6 Parameter Setup window This window is composed of four sub windows The default sub window is Ephemeris Doc and allows to define the interval of time considered for creating the maps and graphs Moreover you can update the ephemeris file this is a text file containing the orbital parameters of all GPS satellites The satellite configurations showed in this software are based on the ephemeris file It is necessary sometimes to update this file in order to have a more precise maps We recommend to use the ephemeris file from website http celestrak com GPS almanac Yuma you can find there a wee
11. 32 0 329 Pseduorange 45 315212680 9 100416183E 187 208 0 477 Pseduorange 45 315212385N 9 100416737 186 368 0 020 L1 FLOAT 45 315213714N 9 100416739E 187 413 0 016 LW E 2256 2010 01 21 17 10 48 8 0 000 45 315200223 9 100417234E 192 100 9417 Position 45 315213500N 9 100415152E 186 692 0 432 Pseduorange 45 315212673N 9 100416173E 187 214 0 479 Pseduorange 45 315212404 9 100416722 186 363 0 019 L1 FLOAT 45 315213749N 9 100416776 187 398 0 024 LW E 2257 2010 01 21 17 10 49 8 0 000 45 315200304N 9 100417260E 192 092 9 415 Position 45 315213804N 9 100415519E 186 808 0 572 Pseduorange 45 315212668N 9 100416172E 187 219 0 483 Pseduorange 45 315212421 9 100416711 186 361 0 017 L1 FLOAT 45 315213729N 9 100416791E 187 402 0 030 LW E 2258 2010 01 21 17 10 50 8 0 000 45 315200389N 9 100417286 192 067 9417 Position 45 315215028 9 100416303 186 357 0 485 Pseduorange 45 315212695 9 100416187E 187 210 0 482 Pseduorange 45 315212412N 9 100416722 186 363 0 019 L1 FLOAT 45 315213663N 9 100416769E 187 422 0 023 LW TraceLine 1 1 0002 0001 x jest Fig 3 6 Example of result page 2 Menu bar In this section the functions of each menu are introduced Project menu Project Mew Open nave Ctrl 5 Save Min Size Save Close Project Project Setting Print Print Preview Print Setup Recent File Exit Fig 3 7 File menu New you can create a new project
12. S STONEX Stonex GQuickPosition User Manual Project Input Process Utilities T View Help Daga MASLO ilg Track Display Observation data Base station Result 5 Software Ver 20090310 Apr 3 2009 Read Data 20090422 29 2009 Coordinate 20090323 Mar 23 2009 Single 20081226 Dec 26 2008 Dual 20080908 Nov 12 2008 0000 in n Contents e CONT Table of Contents Intt odU NOE E DEINER SEEK E PORSR EE dunes Chapter LA PUR 3 11 Hardware and sontware E MSIE EDI er 3 LZ DUNS AVIAN SCS EANA 3 Chapter FIESEOCDODS GUERRE NERO UAR RUDI DA 7 Chapter cami iet qoia 0140 10 1 1 505 5 55 E 10 2 NO 15 III 3 eee 20 4 Eve M 21 Chapter IV The processing nana anna suus 23 IV
13. a apt Amd aee S 4 08 00 18 00 Last Today Next Custom i MMC alii TAE Ready Fig 5 1 Main interface of Star Report For the users there are many different maps or graphs to consult In fig 5 1 you can already observe two interesting graphs The graph on the top of the page shows the number of satellites which the receiver will observe or has observed in good visibility conditions Chapter V Star Report sTONEX depending on the time The less favorable conditions are showed with a different colour In the lower graph user can observe the position dilution of precision PDOP values depending on time The PDOP parameter is one of most used indexes of good quality of satellite configuration a PDOP lower than 2 points out a very good configuration while a PDOP above 4 or 5 means a bad configuration Combining the outputs of these two graph is just possible to determine the best time for a survey If user needs more precise information about single satellites he can click on the icon above Satellite Orbit Map placed on the left menu A new map is opened like fig 5 2 E StarReport 2010 02 03 drp FILE S Print P Edit E View HELP H amp 55 61 STANDARD TIME ZONES OF THE WO n E 113 19 00 HA i 179 N 023 00 08 454 A 2010 02 03 29328 SUUM 7 ime Limit 08 00 18 00
14. all features You can measure the approximate distance between two points You can select a point on map and find out its position and accuracy 9 G You can start the printing procedure of the results 11 4 Layer Control If you click with mouse right button on the map a window like fig 3 18 is opened LayerControl Solve Settings Report Settings Fig 3 18 Available commands on map Beside of selecting again Solve Settings and Report Settings the command Layer Control allows user to modify the properties of the map A window like fig 3 19 is opened Chapter III Main functions e 55 IE Layer Control Position Psedunrange Pseduorange Smooth ILT FLOAT LV Select Solve CANCEL Fig 3 19 Layer control window From this window user can enable or disable different data layers on map make them selectable or draw the labels Sometimes indeed the map results too confused because of lines points labels so become necessary to disable some layers for a more comprehensive plot Chapter IV The processing e amp TOTER Chapter IV The processing This chapter is dedicated to a detailed explanation of kinematic processing settings As we said also in the introduction if you need some theoretical explanations on processing techniques we recommend to read general GPS books IV 1 Raw data editing Before starting to process t
15. d Wizard Complete Setup has finished installing QuickPosition Track on your computer Cancel Fig 1 6 The last window of installation Click Finish to complete the installation Software creates a shortcut icon called Quick Position Track on desktop Chapter II First actions e amp OT IE Chapter II First actions Click on QuickTrack Position icon the first screen you see is like fig 2 1 GQuickPostion Senza titolo Project Input Process Utilities T View Help D REHE i Track Display Observation data Base station Result 140 000 000 Fig 2 1 Main interface The main interface consists of from top to bottom a menu bar a tools bar two windows and a status bar the window on the left shows a summary of the situation the window on the right can show the details of four different pages You must create a new empty project before using the software In the menu bar click on Project then click on New a window like fig 2 2 is open Chapter II First actions e amp OT IE Workspace Project ippk_bruzzanol Time Created 1980 01 06 Builder Time Ended 1980 01 08 Supervisor Coordinate WGS 1984 Central Meridian 0 Cancel Coordinate Setup Fig 2 2 Project settings Into Project box you must insert the project name you can also insert builder s name and supervisor name In Coordinate box
16. d time in minutes accepted for processing a kinematic track Chapter V Star Report e amp TOTER Chapter V Star Report This special function of Processor opens a small separate software which can be very useful to the surveyors It gives to users the opportunity of see the satellite positions and configuration above a specific site at a chosen time This allows the surveyor two possibilities to better schedule a survey in the near future avoiding bad satellite configurations and to select the suited data to be processed V 1 Satellite maps When you click on Satellite Almanac function it is showed a window like fig 5 1 StarReport SEE X FILE S Print P Edit E View HELP H Observing Session Status Satellite number 127 lt lt Ovservi 2010 02 03 Time Z GMT 08 00 a Longitude E 113 19 00 NENNEN Latitude 023 00 08 8 Date 2010 02 03 d 8 Time Li Altitude 4 AaqHHHHIBHHHHHEI c Channe Hits in 27T Ephem 8 z Satellit 0123456 7 1011 12 13 14 15 16 17 18 19 20 21 22 23 24 PDOP v Observi PDOP value Caculati Calculated anten tacui Time 08 00 aem asas anto pusmu AP amis Am
17. e Date 2010 02 03 GMT 08 00 E 113 19 00 N 023 00 08 2010 02 03 08 00 18 00 10 Channel nu Hits in a mi Ephemeris Satellite nu PDOP value Observing Caculation 12 5 Yuma txt 8 2 0 11 30 Calculated Time 11 30 Ready Fig 5 4 Satellite map In this map user can see the time intervals in which each satellite is visible Finally if user click on the icon above Text output he can see the elevation of satellites and PDOP values summarized in a text format see as example fig 5 5 Chapter V Star Report sTONEX gd FEE StarReport 2010 02 03 drp FILE S Print P Edit E View HELP H amp X Ready SVs 10 PDOP 04 13 16 17 19 20 24 27 28 31 09 40 1 9 46 018 10 139 31 159 56 299 45 341 25 041 57 338 12 224 67 190 21 101 09 45 1 9 44 020 11 137 29 159 56 304 46 343 23 041 56 342 11 222 64 188 20 103 09 50 1 9 43 023 12 135 27 159 56 308 48 346 21 040 55 346 10 221 62 187 19 105 SVs 09 PDOP 04 13 16 17 19 20 24 28 31 09 55 1n nn 4 3 41 025 13 133 25 160 56 312 49 348 20 039 54 350 59 186 18 107 4 4 27 14 131 22 1Rfl hR 31R 1 18 039 53 353 57 185 17 10 Observing Session Status SVs PDOP 04 08 11 16 17 19 20 24 27 28 3 08 00 1 7 71 286 17 181 30 039 75 104 36 232 23 296 47 093 52 244 30 272 57 331 40 051 08 05 1 7 71 294 15 180 28 040 74 113 37 234 24 298 47 089 54 248 29 269 60 331
18. ettings you can set the parameters for the kinematic data processing We dealt with these parameters in more details in chapter IV Report Settings you can decide what data must be contained in the results report and which information are plotted on the map Process All you can start the automatic processing of all vectors Process New you can start the automatic processing of all new vectors Process Selection you can start the processing of the vectors selected on the map Process cancel you can stop a processing in progress Setup Coordinate System opens the Coordinate System Setting window like fig 2 3 Rinex you can convert STH file into RINEX 2 0 format Chapter III Main functions STOmNIEX Track Report you can export the processing results according to Report Settings properties Utilities T Utilities T View Help Chinese Download raw data Satellite almanac GPS TOOL Fig 3 13 Utilities menu Chinese you can choose the Chinese interface Download raw data not used Satellite almanac this command open a small independent program included into STONEX GQuickPosition and called Star Report It has the function of showing the satellite configuration depending on time and position selected by the user chapter V is dedicated to its description GPS TOOL not used View menu WEY v Toolbar v Status Bar Fig 3 14 View menu From this menu you can activate o deactivate the tool ba
19. ex Gps Processo 00362041 5 Q0352042 5TH ip Example Q0362051 STH Search 00412041 5 O Static Q0412042 8TH Selected 0 1 TRACK 00482048 8 mE Q0492048 5TH Cancel 100492052 5 ne Location CAProgram Files South Surveying Mapping Instrument Stonex Gps Browse Fig 3 9 Adding new observed data Input station coordinates you can input the coordinate of a reference station see as example fig 3 10 Input Known Station Coordinates E O x Nam habitus x v atitude ellipse ER Select Fig 3 10 Inserting known coordinates Clicking under the column habitus fig 3 11 you can modify the kind of coordinates to insert tridimensional N E H plane N E only altitude nullity means 2 delete erases inserted coordinates Chapter III Main functions e amp OT IE Input Known Station Coordinates E Name habitus elipsealtit AR ks Select Fig 3 11 Select the status of control points Process menu Pracess Utilities T View Help Solve Settings Report Settings Process All Process Mew Process Selection process cancel Setup Coordinate System Rinex Track Report Fig 3 12 Select the status of control points Solve S
20. here are two important matters to be discussed The first is the problem of correctly set the antenna height After you have loaded an observation STH file from a survey in the Observation Data page you can see that the column Ant High and Mea Ant High are set to 0 by default see fig 4 1 Ant High Mea Ant High Ant Type v 0 000 0 000 Line of Edge of antenna S5A7 22457 9 Fig 4 1 Detail of Observation Data page You have to write into Mea Ant High the height measured during the survey and select in Ant Mode the correct method of measure There are five possible method Bottom of antenna phase Line of Edge of antenna Bottom of antenna mount Line of edge of Toll and Bottom of antenna All methods cannot be applied to every receiver each one usually allows two or three methods according to its shape For example STONEX S9 GNSS or the previous model STONEX S82 allow to take the measure of Line of Edge of antenna Bottom of antenna mount or Bottom of antenna You can find a description of the methods on the receiver user guide Once you have chosen the correct method software will automatically calculate the Ant High that is the real vertical antenna phase center height Please note that a Selection of a wrong measuring method could introduce a bias of several cms in your results If you import RINEX file the antenna height is just defined The second matter deals with the opportuni
21. into the PDOP graph by a line and with different colours in the graph of the number of satellites Parameter Setup m 2 _ Coordinate Time Zone Instrument Setup Collection Condition Ephemeris Doc Satellites more than PDOP value less than 2 Mini Observing 150 Time Minutes Fig 5 9 Collection Condition sub window Chapter V Star Report e 59 COT IE X In the mainframe of Star Report on the right there is a window called Observing Session Status see fig 5 10 In this window it is possible to select an hour using the scroll bar and select a day using the commands Last Today Next and Custom Observing Session Status Ovserving 2010 02 03 Time one GMT 08 00 Longitude E 113 19 00 Latitude N 023 00 08 Date 2010 02 03 Time Limit 09 00 18 00 Altitude An Channel nu Hits in a mi Ephemeris Satellite nu PDOP value Observing Caculation Time 06 00 Fig 5 10 Observing Session Status window Finally you can print every map you want clicking on the print menu in the menu bar
22. k update Clicking on Coordinate Time Zone you can enter into another sub window see fig 5 7 Chapter V Star Report e EX Parameter Setup Collection Condition Ephemeris Coordinate Time Zone Instrument Setup Longitude Latitude nz sm Time Different From 3 Annulla Fig 5 7 Coordinate Time Zone sub window From this sub window you can define the reference coordinates for the maps the positioning has a precision of one thousandth of second that is about 30 cm It is not possible to define the altitude so every point is considered at the sea level In Instrument Setup sub window you can define the minimum satellite elevation below which a satellite is not considered in the maps the sampling time interval of the maps and the number of channels that is the maximum number of satellites collected by receiver see fig 5 8 Chapter V Star Report e amp TM TIE Parameter etup 2 didam ag 7 Collection Condition Ephemeris Doc Coordinate Time Zone Instrument Setup Altitude Angle Deg 10 Sampling Ratio Minutes Channel Number 12 Fig 5 8 Instrument Setup sub window In the Collection Condition sub window user can define the minimum number of satellite and the minimum PDOP which define a limit condition which split up the considered timespan into a good and a bad situation see fig 5 9 This limit is showed
23. r and the status bar Help menu About Gquickpostion A Register Updat Fig 3 15 Help menu Chapter III Main functions S sTONEX About you can see some information about the software version see as example fig 3 16 4 Software Ver 2009031 3 2009 Head Data 20090422 29 2009 Coordinate 20090323 23 2009 single 20081226 26 2008 Dual 20060908 12 2008 Fig 3 16 Version number of the software Register not used Updata not used 111 3 Tool bar The tool bar is composed by many icons see fig 3 17 D Fig 3 17 The tool bar Some of them have the same function of some menu commands other icons are commands which modify the map layout A description of every icon moving from left to the right follows You can open a new project You can close the open project You can open an existing project You can save a project E E d E D You can add GPS observation data Chapter III Main functions STOmNIEX You can start to process all vectors I You can start to process new vectors js You can start to process selected vectors You can stop processing in progress Open Input known stations coordinates window You can select a vector on the map You can move the map You can zoom in the map You can Zoom out the map You can zoom out the map in order to view
24. se the setup will clase To install QuickPosition Track vou must accept this agreement pet ee baa Fig 1 3 User s agreement If you agree click on Yes and the installation continues Software asks you the installation path fig 1 4 Chapter I Software installation e 55 ONEX InstallShield Wizard Choose Destination Location Select folder where Setup will install files Setup mill install QuickPositian Track in the following folder To install to this folder click Next To install to a different folder click Browse and select another folder Destination Folder Stones LimitedsIuickPosition Track Browse Install held Fig 1 4 Choosing the installation path Clicking browse in fig 1 4 you can select the proper path in which installing the software otherwise the default path C Program Files Stonex Limited QuickPosition Track is used After the selection click next Then you can see the course of installation fig 1 5 InstallShie Setup Status QuickPosition Track Setup is performing the requested operations Installing 5 5 AH uickPosition Track Esample sE sample Data 3212541 sth 376 InstallShield Cancel Fig 1 5 The progress of installation Chapter I Software installation e STONER When the software is completely installed it is showed a window like fig 1 6 InstallShield Wizard dn InstallShiel
25. ty to edit the raw data In the Observation Data page double click on an item a window like fig 4 2 is opened Chapter IV The processing e 5 OTI IE 11 23 13 41 13 48 13 51 13 56 14 01 14 05 14 10 14 15 14 20 14 25 14 30 Enable Use Fig 4 2 Data Edit window Every red line corresponds to one satellite signals The break of red lines means signal interruption You can delete these epochs with one or more signal interruptions using the tool k X While using you can resume the deleted epoch After you have completed the editing exit the data editing box This editing could improve your processing results IV 2 Kinematic processing settings If you click on the item Solve Settings in the Process menu a window like fig 4 3 is opened Process Parameters Mask Angle 13 Degree Ratio Range 3 Min epoch num of amb solution in kinematic 50 Num Min syne Time r we Fig 4 3 Solve Settings window You can modify four parameters which take part in the processing Chapter IV The processing STOTmNIX Mask Angle it is the minimum accepted satellite elevation if an observation has a lower elevation it is rejected in the computation Ratio Range it is the maximum variance ratio of ambiguity resolution accepted Min epoch num of amb solution in kinematic It is the minimum epoch number accepted for processing a kinematic track Min Sync Time It is the minimum synchronize
26. up process Please wait pj 7 Cancel specchietto Google Earth Fig 1 1 Software unpacking The software unpacks itself automatically After finished it is showed a window of installation as follows fig 1 2 Chapter I Software installation e STONER Waard Welcome to the InstallShield Wizard for QuickPositon Track The Install hield Wizard will install QuickPositian T rack your computer To continue click Fig 1 2 First window of installation Click Next to start the installation Then it is showed the user s agreement fig 1 3 InstallShield Wizard License Agreement Please read the following license agreement carefully Press the PAGE DOWN key to see the rest of the agreement This End User License Agreement is a legal agreement between vou and Stones Surveying amp Mapping Corporation for the Stones software product AGREE BE BOUND BY THE TERMS OF THIS EULA BY INSTALLING COPYING OTHERWISE USING THE PRODUCT IF YOU DO NOT AGREE DO NOT INSTALL OR USE THE PRODUCT YOU MAY RETURN YOUR PLACE OF PURCHASE FOR FULL REFUND 1 SOFTWARE PRODUCT LICENSE 1 1 General License Grant Stones Surveying amp Mapping grants you as an individual personal nonexclusive license to make and use copies of the product vau accept all the terms of the preceding License Agreement IF you choo
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