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GART-2000 ® - Reference Manual

1. M RRL RR Calculate Control Points Calculate Control Points df the checkbox Calculate Control Points is activated for every measurement on a control point a coordinate will be calculated Only Fiducial Ctrl Pnts Only nominal points can be control points eren hermes from measurements cannot be used as a control NS EEE Origin East North Definition of the origin of a local coordinate system Only used for indirect control surveys in Germany 4 5 3 2 GPS Constants The GART 20000 CE software initialises GPS receivers using the constants in the Initial gt Cons
2. lt Vector gt The absolute coordinates of the Base are REATI displayed in Cartesian coordinates as well Base as the Base Rover vector x By checking the checkbox Vector data P recording the correlations of the coordinates are also saved The IE displayed distance D to the reference station is updated automatically er Rene E The vector data recording can be started with the aid of the Vector dialog To this end the corresponding checkbox should be checked The Cartesian coordinate of the reference station is displayed in the Base fields the vector between Base and Rover in the Rover fields lt OnTrans gt Status display for the online status Onime Transformation transformation e g Trans It geoid a j Ell Height WGS84 111 611 7P Transform ases models Ell Height User 113 490 Projection DE GK 3 Str rthometric
3. A dollar sign stands for an alphanumeric sign e g a letter or a number The maximum length of the string is determined by the number of the dollar signs Strings are always left orientated In our example ten digits are reserved for the point number GART 2000 Benutzerhandbuch Capital 4 Men steuerung 168 E E SS NS A The number sign stands for integer or float numbers The point defines the number of decimals In our example GART 2000 CE would reserve two digits for the page number whereas for the coordinates twelve digits and three decimals are reserved The parameters between WITH and DO are written in the respective order into the fields If the form file was changed it needs to be translated with the menu Extras Form 4 6 3 Version The menu Extras gt Version shows the program version number of GART 2000 CE Furthermore the owner of the GART 2000 CE software license is displayed Input Output Calculate GPS Initial Extras SBA Ig e meals 29 Version 1 440 Demo ALLSAT exp 1 10 03 Figure 4 210 Version of GART 20000 CE 4 6 4 Zoom All With the menu Extras gt Zoom All it is possible to zoom back the graphic screen in one step to the full project overview 4 6 5 Zoom Sheet only s
4. M 74 4 2 8 6 COD OST aos 74 4 2 9 7 A e OE E een 75 42 050 IVIL GOOGIE EA 3 en 75 4 2 9 Printer only supported in Gart 2000 NT Viewer ooccoooccccccccccccccncoccncncncnno 75 429 NS a A ot s abs Ra t va on rau 75 4 292 MAA CO ds il aie tence 15 A210 Google Earth woes secret roses T A 75 4 9 Calculator li 78 Aod JMIEISECIHONS usa A n One RA UI 78 4 3 1 1 Intersection of Straight LiN sS ooccconcccoccccocnccccncccncconononnnonnnnnnnonononanononnos 78 431 2 Girdles Straight Linea aus anne en 79 d 1 9 AOS eT o 80 ASA Tangent to e Eu 81 4 31 90 PerpendicuUlar Boolean 82 43 1 0 Filing Straight Ehe ein 83 ES SMED INE 84 42321 NC SS CUO RE NUN ee een 85 udo Ro ON M ET 85 71 ISA A A 86 4 3 1 11 Intersection using DEAariNgS oococccoocccoccconnconcconoconocanonononononnnonnncanonanecanens 86 4 3 1 12 Intersecsection using bearing and distance occcoccncccccccnocncocononocnccnnccnnnnos 87 4 32 BaSe TASKS die 87 4 3 2 1 Bearno ANG Distance tilo o an tai as 87 4322 Genler or Ge 0 ans a 88 4 323 PYlnagoras Test Ares ee er 89 4 3 2 4 Control Measurements 222022202220 00 0000 nenn nenn nennen nennen nennen nsns 90 EI NO ed ec 90 423 91 EMI Leine Tr ET MEUS 91 GART 2000 Reference Manual TABLE OF CONTENTS 4 4 3 3 1 1 Setting Out Points with GPS oocconccccccccccocccocccocncncnoncnoncnonnnonnnonnononnns 91 4 3 3 1 2 Setting Out
5. Figure 4 162 Data UniAnalyse GART 2000 Benutzerhandbuch Capital 4 Men steuerung 139 4 4 11 Script to Receiver Having chosen the correction data format Standard NMEA the following window appears after activating GPS gt Script to Receiver Start Rover X Manual input bl em dev sev a nmea G GA Scriptfile reine safe E EJ Satelites Esc Figure 4 163 Start Rover In the field Script the user has three possibilities to initialise the receiver e No Script Use this kind of initialisation if the receiver outputs data automatically and it it does not have to be initialized with additional commands e Manual Input In the field Send single commands for the initialisation of the receiver can be entered e File The initialisation occurs using a Script file which can contain several commands Pressing the button beside the field Script file a file can be selected Using the button Satellite a skyplot is displayed After GART 2000 CE has built up the connection to the receiver the received satellites are indicated By clicking the OK button data are transferred to the GPS receiver and the receiver is set into the mobile mode At the moment the following NMEA messages are supported by GART 2000 CE GGA GSV and GST Initialisation Before you can use GART 2000 CE some pre settings have to be entered in the main menu nitial Some inputs are stored cro
6. 35410723 Figure 4 102 Result of Setting Out Arcs GART 2000 Benutzerhandbuch 5805116 5805116 5805116 5805116 5805116 Capital 4 Men steuerung 100 The result can be protocolled by pressing the button lt Print gt The coordinates to be set out can be saved as coordinates on the arc by pressing the button lt Save Arc gt or as footpoints by pressing lt Save Footpnt gt 4 3 4 Polar GPS Transformation With the menu Calculate gt Polar GPS Transformation a local transformation can be calculated using identical points To perform a local transformation choose the Input gt Coordinates menu and enter the coordinates and point numbers of the control points When measuring the control points in the Input gt Measurements submenu make sure to use the same point numbers as entered before Once you have measured your identical points it is possible to calculate a transformation Therefore choose the Calculate gt Polar GPS Transformation menu Input Output Calculate GPS Initial Extras Ed E A HB E 3 e a del Polar Measurements on Station allref 73646090 3846097 3046009 3046079 3046095 Figure 4 103 Polar GPS Transformation First choose the kind of transformation with the Transf gt Change button To perform a standard local adjustment use a 3 Parameter Transformation without residual estimation O 4 Parameter Transfor mation C a Parameter Transfor mation 1 00 C am
7. Figure 4 159 Station Shift calculation The calculation is started via the button Start In the fields dE dN und dZ the current results of the comparison are displayed for East North and Height as well as their standard deviations in the fields These shift values correspond to the offset between navigation solution and true position of the Base The field Data displays the observed quantity of data If the attained accuracy is sufficient you can end the comparative calculation with the buttons End or lt OK gt Input Output Calculate GPS Initial Extras a cnoc sen ion shift parision reference coordinate ee s ram roam 9 GART 2000 Correct base coordinate Start IGART 2000 DEMO m 11 09 AM E Figure 4 160 Security query for Station Shift The result of the comparison is displayed once again in a further window To accept the result confirm with lt Yes gt GART 2000 Benutzerhandbuch Capital 4 Men steuerun 138 In East 9949808 950 2 m Morth 5204694 0372 m AcP R gt gt Height 70 094 m ACH Figure 4 161 Saving of aligned plane coordinates of reference station The new aligned coordinates of the reference station can subsequently be saved To do so enter a point number in the dialog that opens up In the field Comment a corresponding remark is entered automatically Save the coordinates with lt OK gt You are now returned to the initial dialog The word on appears
8. The respective transformations can be calculated with or without residual estimation In the residual estimation a coordinate adjustment with neighborhood in fitting takes place i e the control points are mapped onto themselves The elevations of the points in the destination system are calculated from the mean height difference of the control points After the transformation parameters have been calculated these are displayed in a dialog box If an adequate number of control points have been specified in the control point dialog this can be quitted via the X button The user is returned to the transformation dialog After pressing the button Calculate the transformation is performed as soon as the point range to be transformed is specified The transformation dialog is quitted with X The transformed coordinates can be examined via the menu Output Coordinates after a change of current system Initial System 4 3 10 Traverse The menu item Calculate Traverse serves to calculate traverses on the basis of already conducted surveys This means that prior to defining and calculating the traverse one must have registered the measurement values on all break points and backsight points see menu item Input With GART 20000 CE a total of four different kinds of traverses can be calculated whereby the respective type is automatically determined by the program Traverse linked on both sides all four points PAR PA
9. ALISA GART 2000 Reference Manual GART 2000 NT ING Projekt DEMO System 0 SEpkE gpst 30 05 2 ol xj Input Output Calculate GPS Initial Extras e Elio ejeie Part 4 R 3549640 043 U 5805087 921 L 3549747 403 0 58051 43 712 Allsat GmbH network services Am Hohen Ufer 3A 30159 Hannover Germany Telefon 49 0 511 30 399 0 Telefax 49 0 511 30 399 66 Internet http www allsat de eMail software allsat de TABLE OF CONTENTS 2 TABLE OF CONTENTS TABEEOECONTENTES a tas eh DLE 2 1 lana gele Hei A A O A A A 7 2 VAS Cea AU Oe o e da e id O o dd 10 2 1 System RegulremenB za ee eden cesado atia pu 10 LAME SEAL AL ve ee M e a a D ELVIS 10 2 122 SONO ee a bo e tals ohn ee N DEDE een ern 10 Paz MVS TAMANO o pescar Sets e tora eo ecc al a 10 3 Getting started with GART 2000 CE 2uu00 nu0nnnnunnnnnnnnnnonnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnnenenn 12 3 1 Initialisation of GPS Constants LESS oon ccc ccc cece cscs cccececcccacececeacscececeacsceneavars 14 3 2 Input of Reference Coordinates ccccccecccscccseeceeceeeeeeeceseeeseteeteeeteeeteeeteeetseeeneeeaees 17 3 3 Initialisation of the Base Receiver LHT ncannnnnnnannnnnnannnnnnnnnnnnnnnennnnneenenn 18 3 4 Initialisation of the Rover Receiver LZ ccc cc ccc cccccececcccececececcacececeaeecsueaeacseeneanars 20 3 5 ENTER SLALOM as wed TK X 3 6 Input of GPS Measurements bass 3 7
10. Chapter 3 Getting started with GART 2000 CE 45 Input Output Calculate GPS Initial Extras a i Graphical Coordinate Ma Fs f Auto Save String on P gt af Catch point Catch m Syst Statio rar ote El Paint line cedet gt E EDS GART 2000 DEMO E 10 11 Figure 4 24 Enter graphical Coordinate The point number is entered in the field lt PntNo gt In the fields lt Code gt and lt String gt a point code or marker type proposed in the selection list can be chosen By clicking the field lt Auto Save gt the coordinates of the points digitized in the graphic are saved immediately By clicking the field lt Catch gt a point located within a radius defined in the field lt Catch gt is captured in the graphic The digitized points can be connected with lines This is effected by clicking the field lt Paint line gt Here a line type can be selected and the lt Arc gt option can be clicked If the lt Arc gt option is activated a circle is drawn through three digitized points If lt Auto Save gt has not been activated the point number point code marker type and commentary can be entered manually Input Output Calculate GPS Initial Extras a Graphical Coordinate y Save coordinates LS O OK North 5805115 918 m AcP D gt gt b 4 Height 0 000 QO Station Tac 0109001 13 Figure 4 25 Save graphical Coordinate 4 1 7 Struts If you want to measure struts with a total stat
11. 2x Suchen in E MAP BR ET Dateiname 362407G bmp Dateityp Bitmap brp Abbrechen E Hetzwerkumg Figure 4 199 Open Bitmap file After being confirmed with lt Open gt the raster map is imported into the project and an initialization dialogue opens up GART 2000 Benutzerhandbuch Capital 4 Men steuerung 162 Init Bitmap 4 X LAGSRAT DO DEMO MAaP 364406 bmp OF Esc Insert CP Delete cP Transt Calculate Figure 4 200 Init Bitmap When the lt PP Input gt button is pressed a window opens up for the digitization of the control points Input Output Calculate GPS sla lrlolsjeie Tt T gt s EI TL Jem ME 1 a my 9 x SO Digitized coordinate pel Ins gt gt 0917 Aj 5 1 112 31 sel of PointNr k45 Type 4 VMA 1 Ea 354961 4 382 No 5805219 184 Z 0 000 Figure 4 201 Digitize To this end the control point must be selected first here BR Below Right followed by the corresponding point in the image The residual errors are already displayed during the input of the control points Ideally the four corner points should be chosen as control points to enable a precise accommodation of the map GART 2000 Benutzerhandbuch Capital 4 Men steuerung 163 Init Bitmap l xj LAGSAT 000406 404 MP 354406 bmp 2888 5 583 51438 994 266579 248 RU 181671 844 25506 511 164821 650 Lu 99563
12. After the total station being used has been selected the following dialog appears aA tees El al Control Survey Area 0 000 m Umring S01 500 0 000 m 500 s00 Sum S 0 000 m Start GART 2000 DEMO i 11 55 pm Figure 4 90 Input for Control Measurements The first measurement takes place towards the starting point of the segment By clicking the Meas button it can be repeated as often as desired before the measured values are registered by means of the Save button For the 2nd measurement the end point is collimated this point is simultaneously the starting point of the second control survey If the first measuring point is collimated once again a ring and area calculation occurs automatically The button activates the control functions in the case of automatic tachymeters You can quit the menu with X 4 3 3 Setting Out Under Calculate Setting Out the possibility exists to set out points spot elevations detail points and alignments or to determine an arc between two points depending on the GART GART 2000 Benutzerhandbuch Capital 4 Men steuerung 91 20000 CE version in use Depending on the type of station chosen see Input gt Station the setting out can be performed by means of GPS or tachymeter 4 3 3 1 Points With the menu Calculate gt Setting Out gt Points a setting out of points with known coordinates can be performed 4 3 3 1 1 Setting Out Points
13. General corrections forcm accuracy 1 1 1 1 Sokkia CMR RTK General corrections forcm accuracy 1 0 1 Thales RTCM DGPS General corrections for m accuracy 1 1 1 1 Thales RTCM 2 2 RTK _ General corrections for cm accuracy Thales LRK Long Thales internal corrections for cm accuracy GART 2000 Benutzerhandbuch Capital 4 Men steuerung 144 O NN Leica RTCM DGPS General corrections for m accuracy 1 1 A Leica RTCM 2 1 RTK General corrections for cm accuracy 1 1 1 1 E Leica RTCM 2 2 RTK General corrections for cm accuracy 1 1 1 1 1 Leica CMR RTK General corrections for cm accuracy 1 1 1 1 1 Leica CMR RTK General corrections for cm accuracy 1 1 10 1 F LeicaRTK____ _ Leica internal corrections for cm accuracy 0 NavCom Auto Input Can be chosen for a rover the best correction is chosen based on a priority list RTK RTG WCT RTCM WAAS NavCom CMR RTK General corrections forcm accuracy 1 1 1 1 NavCom StarFire RTG General corrections for m accuracy 200 NavCom StarFire WCT General corrections for m accuracy NavCom SBAS General corrections for m accuracy WAAS EGNODS 4 5 3 2 2 Trans lt With the Trans It database GART 2000 CE is able to calculate national coordinates with a high degree of accuracy without the time consuming search for control points The position of the user is used every second in order to calculate dynamically the most precise 7P datum transformat
14. RTCM Quality Display of the radio quality in percent Data Flag to show the data Data are okay No reception In addition the satellites for which differential corrections are received are shown in the screen Topcon receivers Radio Link Display of the radio quality in percent RTCM Age PP A A qn AAPP PP A PPP PPP ARPA PPP GART 2000 Reference Manual Chapter 3 Getting started with GART 2000 CE 38 E Seconds RTCM OK Number of correct received sets of differential corrections RTCM corrupt Number of incorrect received sets of differential corrections Stat Statistics about the position calculation emen Topcon Position Type 4 GPS Sats 8 of 10 GLONASS Sats 0 of O Sat Fixing Progress O 965 Extra Possibility to change the elevation mask ox and the environment type Open sky pz Ext Power open sk gt i should be selected as the standard E a ee v environment here Elevati 5 B l Power B y In the field Elevation a degree figure can Co Op Tracking Eos Board 7 30 V be entered to specify the minimum elevation of the satellites used to calculate position The checkbox lt Co Op Tracking gt enables the control of Co Op Tracking Ext Power displays the present input voltage of the receiver Power A and Power B indicate the voltage of the internal rechargeable batteries A and B o
15. connection to the GPS receiver Use the lt OK gt button to initialize the Rover receiver or to send a command The following NMEA messages are currently supported by GART 2000 CE GGA GSV and GST 4 4 4 Static Recording With GPS gt Static Recording rawdata can be logged in the internal memory of your receiver Input Output Calculate GPS Initial Extras S A 2 a 5 Falls Static Recording Station tapeo Mame ISTAT Session Cite Elev jin e Interval 14 00 s Coumter o S Aktiv Type razo E brane Figure 4 139 Static Recording Topcon GART 2000 Benutzerhandbuch Capital 4 Men steuerung 125 The meanings of the different fields are as follows Name Any name for the station Ashtech max 4 characters Topcon max 16 characters which will also be part of the name of the rawdata file Elev Elevation mask Rawdata are only stored from satellites that are above this elevation angle The antenna type the name of the GPS or GPS amp GLONASS antenna Type The choice of the right antenna impacts the calculation of the correct antenna height See also Figure 4 110 Height Height of the antenna s phase center above the ground point in meters For Topcon receivers the slope or vertical antenna height can be entered For Ashtech receivers the button gt gt next to the field Ant Typ opens the standard antenna menu Session Name of the session Interval Recording interval in seconds Dynamic Dynamic of re
16. o oo m Paint Line EI 12 21 E Figure 4 157 Auto Save 4 4 9 Station Shift This function is called up via the menu item GPS gt Station Shift If the environment of the point with known coordinates marked as reference station Base is unsuitable for the installation of a GPS antenna the antenna must be erected on a point with unknown coordinates In order to perform a precise positioning nevertheless a reference station adjustment is required To this end after initialisation of the reference station a point with known coordinates must be observed with the Rover If you work with a Base that is transmitting Base coordinates which are off for more than 5 10 m from the true Base position you will get systematical errors in your RTK solution even if GART 2000 Benutzerhandbuch Capital 4 Men steuerung 136 you do a standard transformation to fit yourself into the local system Calculate gt Polar GPS transformation Therefore Topcon and Ashtech rovers support a feature to ignore the Base coordinate transmitted in the differential corrections and to replace it with a user defined Base coordinate The Station Shift function supplies the neccessary tools to compute and apply a corrected shifted Base coordinate on the Rover side The following steps must be performed Initialisation of the Base via GPS gt Start Base with the aid of an approximate solution lt Nav Sol gt lt OK gt Initialisation
17. steuerung 79 To parallel shift the straight lines enter the value in the field Distance A positive distance moves the straight lines to the right a negative distance results in a shift to the left The orientation of the straight line is defined from start to end point With the Option button other definitions for the straight lines are possible By pressing the lt OK gt button the calculation of the intersection point is started Input Output Calculate GPS Initial Extras H Fa EA e Elala E Te allref Result Intersection of Straight Lines Intersection East 3549735 59 m As the result of the intersection of straight lines the plane coordinates of the intersection point the angle between the straight lines as well as the distance between the intersection point and the 4 chosen points are shown If you want to store the coordinates click the Save button The coordinate input dialog is opened automatically 4 3 1 2 Circle Straight Line With the function Calculate gt Intersections gt Circle Straight Line the intersection points of a straight line and a circle can be calculated and stored as plane coordinates Input Output Calculate GPS Initial Extras zx ES A 5 ee ael allref Intersection Straight Line Circle Straight Line sts Figure 4 71 Intersection Straight Line Circle Define the start and end point of the straight line by entering the point numbers Alternative
18. 130 The lt OK gt button closes the Telephone window 4 4 6 NTRIP Networked Transport of RTCM via Internet Protocol NTRIP is an application level protocol that supports streaming GNSS data over the Internet It requires an internet connection and is based on the Hypertext Transfer Protocol HTTP Differential correction data can be disseminated to stationary or mobile users over the Internet via NTRIP allowing simultaneous PC Laptop PDA or receiver connections to a broadcasting host You can achieve wireless Internet access through Mobile IP Networks like GSM GPRS EDGE or UMTS Differential corrections through GPRS UMTS NTRIP GNNS Receiver Controller with V GART 2000 Software and internal GPRS card Figure 4 148 Drawing of NTRIP 4 4 6 1 Find out your GSM GPRS Modem Ensure that your GSM GPRS Modem card is recognized correctly by the operating system If you couldn t find your GSM GPRS Modem in the list try to install a new driver for your GSM GPRS Modem card or contact the manufacturer Select the menu Start gt Settings gt Network gt Dial up Connections GART 2000 Benutzerhandbuch Capital 4 Men steuerung 131 Typically there is an application that sets the PIN for your SIM Card on your GSM GPRS Modem If it is not available and if you have problems with setting the PIN manually contact Allsat GmbH network services Am Hohen Ufer 3A 30159 HANNOVER Germany ALLSAT Telephone Service
19. 148 Figure 4 149 Figure 4 150 Figure 4 151 Figure 4 152 Figure 4 153 Figure 4 154 Figure 4 155 Figure 4 156 Figure 4 157 Figure 4 158 Figure 4 159 Figure 4 160 Figure 4 161 Figure 4 162 Figure 4 163 Figure 4 164 Figure 4 165 Figure 4 166 Figure 4 167 Figure 4 168 Figure 4 169 Figure 4 170 Figure 4 171 Figure 4 172 Figure 4 173 Figure 4 174 GPS Radio PO oia 121 Satellite OVerVIGW oia iS 123 Satellite Geometry IN Sky Plot ir tas ee ae 123 Start Rover Standard NMEA ooccocccccccncoccccoccnncnccncnononocononnnnonanncnnnonannnnnnos 124 Static Recording LOPCON sionista ee 124 Antenna height measuring from Topcon ooccccccncccnccccncoccnoncncncnconcncnaninanonos 125 Content O Memo serie seite 126 E O EU Lad d 126 Satellite Geometry in Sky Plot oooccocccccocnoccncconccconocononocnocanocnnnonanonnnnos 127 Recording in Stop amp Go mode occcoccccccccnoccconcononononnonanonononnnnonannnnnnonanennncinano 127 TEIEBNONe e T UU E M TU T 128 Edit l elepnole NUDNIDGF atraca 128 Init Telephone Constant N ehe 129 Drawing Or NTRIP Ense ikea 130 ALLSAT NTRIP Client dialog ocoooccccocccccccnccccnncconncononononnnnnanononononos 131 NIRIP Broadcaster are 131 NTRIP COMEPON Settings enhi ee 132 NTRIP Receiving a source table with available correction data streams 132 NTRP SOURCE Table said aid 133 NTRIP Choosing a correction data streaM cooccc
20. 49 0 511 30 399 O ALLSAT Email Service software allsat de 4 4 6 2 ALLSAT NTRIP Client to receive correction data from Internet If you are using GART 2000 CE with an enabled NTRIP module you can start the ALLSAT NTRIP Client under the menu GPS gt NTRIP ALLSAT HTRIP Client Select Network All STEP Select Strearn C Auto Stream or Update Broadcaster Update source table y settings Bytes read Source Table 2 0 FO 9 35 AM Figure 4 149 ALLSAT NTRIP Client dialog Click on the lt Broadcaster gt button to set the IP address and remote port of the NTRIP Server lt is only allowed to use numbers of a given form HostIP Port In the field lt User ID Password gt enter the assigned user id and password to you If the NTRIP Server requires your position check lt Send NMEA gt checkbox to forward the NMEA message from the GPS receiver to server Broadcaster Host IP Port 193 26 34 67 B080fascos_EON_Ruh y Cancel User ID Password Send NMEA Reconnection Settings Number of reconnection attempts fio Time betw reconnection attempts fio SEC fea 0 FOE 0 35 AM a Figure 4 150 NTRIP Broadcaster Furthermore the lt number of reconnection attempts gt and the lt time between reconnection attempts gt can be set GART 2000 Benutzerhandbuch Capital 4 Men steuerung 132 Click on the lt Settings gt button and configure under COM Port Settings button which C
21. 51 24 4 NATA distat GsRT 2000 DEMO Figure 4 80 Enter Points for the Fitting Straight Line Enter the point number in the PntNo field and click OK Alternatively click on the points in the graphic screen of GART 20000 CE The field Distance allows the entry of a fixed distance from the point to the fitting straight line With the lt OK gt button the point is added to the list for the fitting straight line adjustment If the list contains more than two points the fitting straight line is shown in the graphic screen of GART 20000 CE With X the input dialog can be exited Input Output Calculate GPS Initial Extras x a Fitting Straight Line 10 m System O Statism FREI 1 19 05 2000 11 51 24 Figure 4 81 Results Fitting Straight Line With the lt Delete gt button points can be deleted from the fitting straight line PoinNo Xwaue Ywaue O wo in straight line fixed distance from the correction in Y direction fitting straight line direction With lt Print gt the adjustment results can be inserted into a file see 4 5 5 Protocol With lt Save gt a selected point can be moved to the fitting straight line The coordinate input dialog is opened automatically 4 3 1 7 Shift point GART 2000 Benutzerhandbuch Capital 4 Men steuerung 85 The function Calculate gt Intersections gt Shift point shifts a point perpendicular to a line This function resembles
22. 519 258248 535 1H2865 188 RO 1159 981 76 Hh48 1162471 OF Est Insert CP Delete cP Transt Calculate Figure 4 202 Overview control points If the residual errors are acceptable the transformation can be calculated by pressing the lt Adapt gt button Selected control points also called pass points can be deleted with the lt Delete PP gt button By means of the lt Tranf gt button the type of transformation can be specified for the map adjustment If all the entries are correct the dialogue can be closed with lt OK gt For verification purposes a further query is made at this stage that needs to be confirmed with lt Yes gt GART 2000 x Definition of bitmap has changed Adjust bitmap new we Figure 4 203 Safety check on new Bitmap GART 20000 saves the bitmap files within the project directory in the folder MAP The file vpmap def contains the constants of the bitmaps loaded into the project 0 1 3547928 096 5804440 233 3549928 116 5806440 218 362407 G BMP oystem number Bitmap number Easting of the lower left corner m Northing of the lower left corner m Easting of the upper right corner m Northing of the upper right corner m File name GART 2000 Benutzerhandbuch Capital 4 Men steuerung 164 4 6 Extras The menu Extras offers a variety of tools that make the work with GART 20000 CE and the operating system of your Handheld Pocket PC easier 4 6 1 Renumbe
23. After the measurement in the direction of the 1st target of the first set has been triggered by the button lt Measure gt measurement of all magnitudes or lt Angle gt angle measurement only and the measurements have been subsequently saved with OK the digit 2 is set automatically as the target If the No Save button is pressed the measurement dialog is displayed once again and the measurement can be repeated When the measurement in the normal telescope setting Face 1 has been completed the measurement in the reverse telescope setting Face 2 can be started by turning the telescope and re measuring the last target The further targets of the set are then presented in reverse order Alternatively the lt Face 2 gt button can be clicked When all the targets of the 1st set have been measured in both telescope settings GART 2000 CE automatically proposes measuring the 2nd set By clicking the lt Station gt button the values set in the dialog Enter Stations can be modified During the tachymetric set measurement the instrument constants for the axes are not applied since measurement is performed with two telescope settings 4 1 4 Triple Measurement The module Triple Measurement allows the usage of Triple Prisms Poles Triple Prisms Poles usually contain three or two reflectors They can be used for sloped measurements of a point and thus allow the measurement of inaccessible points e g in canal shafts If all reflector
24. By activating the checkbox Correct L1 L2 PCV gt the offsets between L1 and L2 of the antenna phase center North East Height are sent to the reference station for the respective antenna type The true vertical antenna height in GART 20000 CE allows for different antenna offsets in the case of different antenna types being used on base and rover In addition to the predefined antenna types in the list you may enter your own antenna types To do so enter a new name for your antenna and edit the values in the offset fields The button Save stores the new entry If you have selected the correction data format Standard NMEA the function GPS Start Base is deactivated 4 4 3 Start Rover GART 2000 Benutzerhandbuch Capital 4 Men steuerun 121 The initialisation of the Rover receiver is done with the GPS gt Start Rover submenu or with the button shown above Start Rover settings Fixing Par P9 medi Pati Pati 5 RTE Mode jextrapolatio Min Elev Antenna external Max POOP z Sat System SPS GLON Multipath Red Update Rate l He End Satellites zn Bf 10 44 Figure 4 134 Start Rover Topcon Different settings can be chosen vary with the used receiver type Fixing Par This value has an effect on the reliability for the ambiguity fixing For more Information see below in this chapter Port Select the input port for the differential corrections via radio or cell G
25. DE ck a Str vi Restklaffenverteilung 10m Fl D mS Genid Model 4 Figure 4 172 Trans It Settings GART 2000 Benutzerhandbuch Capital 4 Men steuerung 146 Your entries are confirmed with OK and you are returned to the GPS Constants dialogue where the Datum field is deactivated 4 5 3 2 3 Datum GART 2000 CE transforms the WGS84 coordinates in real time into a user system using a 7P transformation The transformation parameters can be selected from a list which contains user definable entries e g User003 with pushing the button OK Input Output Calculate GPS Initial Extras a Select 7P Transformation Bessel 1841 Krassowsky 1940 Haytord 1924 GRS 1980 u Auto Zoom ap Yes x 10 m System O Station 4LL54 i O Edit Ki 12 58 Figure 4 173 Select 7 Parameter Transformation Use the button Edit to change the seven parameters Input Output Calculate GPS Initial Extras a d Select 7P Transformation Edit 7P Transformation Figure 4 174 Edit 7P Transformation The entries have the following meanings Name Name ofthe set of transformation parameters user definable Ellipsoid amp A A FEllipsoid of the user system 1 3 E dX dY dZ____ Translations for X Y and Z axis 1 wX wY w2 Rotation with respect to X Y and Z axis Scale Scale factor in ppm LEPLELELTELPLEFLELPL
26. Edit Station data Total Station cosses i ea aae na aN a SEENA 62 Edit Staton Data OPS sitiado a ieee te 63 Output Measurements Total Station occooccconcconcconnconconnnonnconnconncanocononanos 63 Output Measurements GPS ruminal td 64 Edit Measurements Total StatiON cooccccocccconicocnoconononncnonocannnnanocannnnanonos 64 Edit Measlrements Pound tai ainda 65 Output Measurements in geographical forM cooocccoccccccncccncccnnnonnnonnncncnnnnnos 66 Overview of measurements in a tachymetric set seueseeuesesusss 66 Outbut COOL dale een Becher 67 P CIN c RN A m 68 Input Check Double Measurement cooccocccccccocccocccocccocccoconocnoncnnnnonononononanononnos 69 GART 2000 User s Manual Chapter 5 List of Figures 175 Figure 4 55 Figure 4 56 Figure 4 57 Figure 4 58 Figure 4 59 Figure 4 60 Figure 4 61 Figure 4 62 Figure 4 63 Figure 4 64 Figure 4 65 Figure 4 66 Figure 4 67 Figure 4 68 Figure 4 69 Figure 4 70 Figure 4 71 Figure 4 72 Figure 4 73 Figure 4 74 Figure 4 75 Figure 4 76 Figure 4 77 Figure 4 78 Figure 4 79 Figure 4 80 Figure 4 81 Figure 4 82 Figure 4 83 Figure 4 84 Figure 4 85 Figure 4 86 Figure 4 87 Figure 4 88 Figure 4 89 Figure 4 90 Figure 4 91 Figure 4 92 Figure 4 93 Figure 4 94 QUTDUE Di OlLOCO ee a 70 OUTOU EG Sama 70 A A a A 71 A O SOE 72 A a a 73 Open Pl 73 FO MENUDEO Sa 14 Coordinat
27. Figure 4 33 Figure 4 34 Figure 4 35 Figure 4 36 Figure 4 37 Figure 4 38 Figure 4 39 Figure 4 40 Figure 4 41 Figure 4 42 Figure 4 43 Figure 4 44 Figure 4 45 Figure 4 46 Figure 4 47 Figure 4 48 Figure 4 49 Figure 4 50 Figure 4 51 Figure 4 52 Figure 4 53 Figure 4 54 Measurement Registration 2 022400240020002n00nnonnn nun ann nnn ann nne nnne nnn nnns 36 Info buttons for more information here Topcon eeeeeeeeeeeeeeee 37 Antenna NEIN ainia sd 40 Antenna height measurement from Topcon oocccoocccccnccccncccnccocononnnonnnnncnnnnnnnos 40 Dialog f r station Selection scarico E 41 Measurement Registrati0N ooocccoccccnoccnocononcnconoconoconocanonanonanonanonnonanonaninon 42 EMe nO IMA se 43 CHOOSE COMME isse uit ci a teri e ae Lote da 44 Enter geographical Coordinates oocccocccccccconncccnncncnconnnnncnnnnnnonnnoncncnncnnnnnnnos 44 Enter graphical Coordinate cional 45 Save graphical Coordinate cita as 45 se T em 46 Creatin LINE ed RENE 46 USINO NOE S nen i ados 47 import with ASCII Dis scsi opi 48 Seam Ct TIER 49 ES E N A E NE MC 50 VOIO VIEW EXP ESS ae adi 50 Nas DIS pla ae 52 a tee e E CE E einer ee 52 PP O NI TEM 53 IN DUE parameter DAFP miii oa 53 A I Tm 54 COLORED DXF m sale 54 Coordinates SU td traida lia 59 UTS UL EXPOR DAF M 59 DXF ZEXPOI SEINO S ee ein 60 OPEN Pla ads 60 OUBULS UONS nenn 62
28. LLREFZ 19 05 2000 10 Figure 4 147 Init Telephone Constants If you use a cell phone GSM telephone without display it is very important to enter the PIN of the cell phone GSM card The commands are AT commands Read your telephone manual for the necessary commands concerning your cell phone GSM telephone The OK key confirms your changes and brings you back to the previous menu The X key rejects the changes The Status row shows the state of the cell phone GSM telephone Telephone initialised The cell phone GSM telephone is set to its default settings Dialling 051135360100 Pressing the button lt Dial gt the cell phone GSM telephone builds up the connection to the Base controller A _The dialled number will be shown PIN OK The PIN is accepted Connected The Rover receives differential correction data from the Base receiver You may close the telephone submenu No connection The connection to the Base controller could not be build UP Please try to dial again Hangup After pressing the lt Hangup gt button the connection will PIN ERROR The entered PIN was not accepted No connection to GSM GART 2000 CE could not build up a connection to the phone cell phone GSM phone Please control if the cell phone GSM phone is connected correctly to the Rover receiver GART 2000 Benutzerhandbuch Capital 4 Men steuerung
29. PE and PER must be specified GART 20000 CE initially calculates the longitudinal and transverse deviation The calculation of coordinates is carried out by means of transformation via both connecting control points Closed figure traverse without orientation only the points PA and PE need to be specified The traverse is calculated between the two connecting points Traverse linked on one side this only requires the first point PA and the first connecting control point PAR to be specified No closure error misclosure can be calculated with this kind of traverse All traverse points are ultimately attached one after the other using polar measurements Ring traverse the calculation of a ring traverse principally requires the same input as a traverse linked on both sides However the starting and end point PA and PE coincide The GART 2000 Benutzerhandbuch Capital 4 Men steuerung 114 calculation is carried out after the angular closure error has been distributed evenly among the break points The coordinate inconsistencies are distributed in proportion to the distance Combined forms of these four types of traverse can be calculated GART 2000 CE examines the plausibility of the values entered and produces a corresponding error message if the traverse is not calculable 4 3 10 1 Traverse The function Calculate gt Traverse gt Travers in GART 2000 CE opens up the relevant dialog window This is where the control point
30. Red Ye No MN Red ve O No MR Red ve No fa Dm Figure 4 187 Edit System Dialog to change system qualities In this dialog settings are made for the reductions These reductions are applied in the processing of measured values and in the conversion of distances and areas from coordinates into ground height The following settings are possible Scale Scale of the coordinate system In a UTM system the scale factor must be given as 0 9996 GK Red Switch for the Gauss Krueger Reduction The information required for the reduction is taken from the point database The coordinates must therefore be entered with all the digits before the decimal NN Red Switch for the height reduction NR Red Switch for the slope reduction during the reduction of slope distance into horizontal distance Earth radius Earth radius for the reductions in km By clicking the button lt Save gt the system settings can be saved globally If the system is only to be used within the current project use the lt OK gt button This button should also be used when you switch between individual coordinate systems 4 5 5 Instrument The total station to be used is selected under the menu item Initial gt Instrument GART 2000 Benutzerhandbuch Capital 4 Men steuerun 155 Input Output Calculate GPS Initial Extras x a Select Total Station TPS1100R SC m 11 37 AM Figure 4 188 Select Total Station After the instru
31. activated for the upper transformation types For tachymeter stations the transformation types local system station summary and single point adjustment are additionally available The lt Ctrl Pnt gt button shows the residuals for the control points Control Points Three Parameter meno Jas tn an tas mY at 22222 O TT mm O TE exe TT u A a ls 0 000 ur U ES RESTER GART 2000 DEMO 2000 DEMO E 14 49 Figure 4 106 Control Points Here just are shown points what have been saved as control points GART 2000 Benutzerhandbuch Capital 4 Men steuerun 102 To add a control point choose the button lt Edit gt and activate on the checkbox lt Ctrl Pnt gt Input Output Calculate GPS Initial Extras d a Polar Measurements or Measurement Registration OK Figure 4 107 Edit Measurements Use the button lt Calculate gt to start the transformation for all points orientated on the chosen station The differences to the known coordinates are shown The calculated transformation affects the user coordinates It is saved with respect to the station and is applied for all future measurements made on this station GART 2000 CE uses the global 7 parameter transformation together with the projection chosen in Initial gt Constants gt GPS and with the local transformation chosen here For the calculation of the transformation GART 2000 CE uses the measurements not the user coordinates For wrong save
32. be deleted Input By pressing the Insert button an empty raw can be inserted before a selected raw Output By pressing the Output button the calculation is recorded into the log file defined under Initial Protocol 4 3 12 Parallel Offset With the menu function Calculate Parallel Offset a polygon which was shifted parallel is calculated To parallel shift a polygon enter a value in the field Offset If coordinates already exist in the list the shifted polygon is calculated and drawn using the input or change of the entered offset The polygon points can be selected by clicking within the graphic or by using the keyboard If the value to be shifted is already entered in the Offset field the polygon is calculated and displayed within the graphic Parallel Offset X Offset m 323 250999039 00 439 2590905 170 85939480 525 M 2090906 653 ESL Delete Insert Save Figure 4 125 Parallel Offset GART 2000 Benutzerhandbuch Capital 4 Men steuerung 116 Explanation of various buttons lt ESC gt By pressing the lt Esc gt button the function is cancelled lt Delete gt By pressing the lt Delete gt button a selected raw can be deleted lt Insert gt By pressing the lt Insert gt button an empty raw can be inserted before a selected raw OK By pressing the lt OK gt button the input of point numbers can be confirmed using the keyboard Thus the polygon to
33. be shifted is calculated and displayed in the graphic Subject to the correlating position of the points and to the angle between the single lines the shifted polygon can have less breakpoints than the original polygon In this example the points 89 00237 and 89 00238 were chosen as the points to be shifted parallel In this case the calculated new polygon has only one breakpoint 89 00239 0023 0235 Figure 4 126 Outline The several breakpoints of the shifted polygon can be stored by pressing the lt Save gt button xi PrtNo 101 Code 4 gt East 3548725383 m hd onn gt gt Morth 5805106 087 m Ach IR gt gt Height 0 000 m AcH fo gt Comment parallel offsef ce Figure 4 127 Save coordinates GART 2000 Benutzerhandbuch Capital 4 Men steuerung 117 4 4 GPS Menu The initialisation of the GPS receiver is carried out with the GPS menu 4 4 1 Find The button shown above starts the GPS Find menu The current position of the GPS rover is displayed with a marker in the center of the graphic screen 4 4 2 Start Base The initialisation of the Base station is done with the GPS Start Base menu or the button shown above Input Output Calculate GPS Initial Extras a Start Base Coordinates Settings Prita Ant Height 2 017 IE East Min Elev 5805116 894_ North 5805116 894 Part cc E Height 96 481 Device th Red in 9 10 31 Figure 4 128 Start
34. button Sky Plot shows the actual geometry of satellites on screen Input Output Calculate GPS Initial Extras 55 sky piot Satellites mE e IE JE fe JE JE EEE EE Js er Js E iz s ce _ fr Jens ee JE fee n n a es Js JE ES s er Zw NE sno Je JE TE bi fes 7 Ike ES Figure 4 137 Satellite Geometry in Sky Plot Using the differential correction format Standard NMEA there will be another dialog when using the menu GPS gt Start Rover GART 2000 Benutzerhandbuch 3 Capital 4 Men steuerun 124 Input Output Calculate GPS Initial Extras E ale Start Rover Settings T Script Manual input v o sepe oo n s e x Ne Send em dev ser anmea GGA m System O Station amp LLREF2 19 05 2000 10 52 09 Satellites Status Poo GAR T 2000 DEMO E 10 52 AM Figure 4 138 Start Rover Standard NMEA The field Script offers three different possibilities to initialise the Rover receiver No Script Use this kind of initialisation if the Rover receiver automatically sends data and must not be initialised with any commands Manual Input There may be entered separate commands into the field Send to initialize the Rover receiver File Load a scriptfile with several commands to initialize the Rover receiver Use the button lt gt next to the field Scriptfile to select the file The button lt Sat gt shows the available satellites if GART 2000 CE is able to establish a
35. chosen system A click on a point in the graphic screen marks the actual coordinate in the list The coordinate information includes point number point code marker type east north position precision height height precision station information and comments With lt Print gt the measurements can be inserted into a file see 4 5 8 To delete a coordinate mark it and press the button lt Delete gt To search for a certain point press lt Search gt and enter the point number or click on the point in the graphic screen The list scrolls automatically to the individual point GART 2000 Benutzerhandbuch Capital 4 Men steuerung 68 To edit points i e to change point code point number coordinates system precision or to enter a comment press lt Edit gt or double click on the coordinate Press the button lt Marker gt and enter the point number point code marker type easting northing height accuracy level of the position and height and a commentary Those points which were selected by the Space Key or by the function lt Marker gt can be averaged after pressing the button lt Average gt They will be stored as debit plane coordinates If coordinates are marked which have different point numbers just the marked coordinates of the first point will be taken over into the dialog Average coordinates Press the button lt Pan gt to center the graphic screen on a selected point This point can be selected in th
36. displayed The button gt gt enables remote control in the case of servo driven instruments The dialog is quitted with the button lt X gt The user is then asked if the instrument errors determined are to be adopted 4 3 9 Transformation With the function Calculate gt System Transformation the surveyed points or coordinates can be transformed from one coordinate system into another existing system see Initial gt System via identical points After clicking the menu item a dialog box appears in which the destination system is selected Input Output Calculate GPS Initial Extras SJEA H als a els Select System Transformation to System Loo Figure 4 120 Selection of destination system After selection of the destination system the points in the source system are displayed GART 2000 Benutzerhandbuch Capital 4 Men steuerun 112 Input Output Calculate GPS Initial Extras e a Transformation Coordinates 3549755 i ZEN 3549717 3549733 O 3540733 Bu m System O Station ALLREF _ _ mE GART 2000 DEM Figure 4 121 Transformation Coordinates By clicking the button Ctrl Pnts the existing control points identical points in both systems automatically identified by GART 2000 amp CE can be displayed With Enter or Delete the list of control points can be modified Depending on the selected type of transformation two or three control points are required
37. entered in seconds The starting point of the file division refers to 00 00 GPS system time For example if you have chosen a 4 hour file division and start your recording at 07 00 the next data file will then begin at 08 00 By means of the field Phase you can defer the starting point of the file division GART 2000 Benutzerhandbuch Capital 4 Men steuerun 128 Thanks to this module you are given the capability of coordinating your data with one another in advance during simultaneous multiple station recording and facilitating evaluation in the postprocessing stage 4 4 5 Telephone In the submenu GPS gt Select Reference the data connection between the mobile station and the reference station or a reference network can be established via GSM To initialise the cell phone GSM choose the GPS gt Telephone submenu or press the quickdial button shown above The opened window shows a list in which the telephone number of the base station cell phone GSM modem or reference network can be chosen input Output Cakuate GPS intial Extras Jajaja E id G5M T elephone OK Send NMEA Signalquality 051135360100 051135360200 ascos RT i 051135360300 ascos DGI V System O station 418241 04 11 1999 09 4 ctatus E GAR T 2000 DEMO Figure 4 145 Telephone Choose an existing number out of the list or enter a new one by pressing the button lt Edit gt in an empty row Up to 20 numbers can be saved Input Output Ca
38. field Ant Height opens the submenu for the antenna height Choose the manufacturer and the antenna type For each antenna type the individual antenna offsets are shown Input Output Calculate GPS Initial Extras 2 ES A 5 Qs Start Base Antenna height Coordinates Antenna prio rre Manufacior Topcn TE Type Leg nt gt rAntenna Height Paramete poe Even Height 6 4 red Radius m 10 m System O Station ALLSAT 04 11 calc tr Bor m Slope 0 0210 m El Correct L1L2 PCV GART 2000 DEMO i 10 33 Figure 4 132 Antenna Height Enter the type of antenna height measurement instrument height measured from the marker to the bottom of the antenna at the base of the mounting threads GART 2000 Benutzerhandbuch Capital 4 Men steuerun 120 slope measured from the marker to the lower edge of the groove around the antenna at the seam between the top and bottom halves of the antenna casing Phase Center Radius A Dum PS Antenna D Slant Height Measurement Point Vertical Height instrument height Marker Figure 4 133 Antenna height measurement from Topcon In the field Measured enter your slope or vertical antenna height The true vertical height will be calculated immediately and will be shown in the field Calc TV After leaving this window with the OK button the true vertical height will be set as antenna height in the measurement window
39. for graphical field books With the ASCII GB format the content of projects can be exchanged within GART 2000 CE or between different program versions NT and CE GART 2000 Benutzerhandbuch Capital 4 Men steuerung 72 4 2 8 3 Free Format To import an individual coordinate file it is possible to define a free format in the FREEFORM DEF file This file is located in the vpconfig directory The format definition is explained with comments directly in the file When choosing Free format the Open File dialog first asks for the location of the FREEFORM DEF file and after that for the name of the export file 4 2 8 4 Leica GSI Open the project from which the coordinates should be exported into the Leica SmartWorx software Open Project X E PremasG4F T2000 Project Mame DEMO Directories Projecte DEMO Figure 4 58 Open Project Choose the menu Output gt Export gt Leica GSI gt Coordinates GSI16 and the following dialog opens to save a file GART 2000 Benutzerhandbuch Capital 4 Men steuerung T3 Suchen in Cy DEMO de m E amp r E aa SYSTM ID au 1 dxf MWERT DB TACHY DB AKTYALUE DB MWERT IDX vermpro stp SlHERKT__ DB MEZ DB vpmap def HERKT__ IDX MBZ IDR E WILD TXT KOMTR DB J PROJEKT a KOMTR_ IDX PLINET_ DB S KOORD DB PUNKT IDX KOORD IDX STPET__ DB LINIE DB STPKT IDX A LINIE IDX SY5TM DB E
40. in the field Status Station Shift In the fields dR dH and dZ the computed modifications for East North and Height are now displayed Quit the dialog with OK in order to apply the reference station shift Now all measurements made with these settings will be shifted according to the displayed values In the menu GPS the activity of the reference station alignment is shown by a tick against the corresponding submenu To quit the dialog without applying the reference station shift hit the X button If you wish to invalidate the reference station alignment in order to re perform the calculation via a different point press the button Reset Shift The coordinates of the points observed up to that point are retained Please note however that any subsequently observed points are calculated using the approximate coordinates of the Base which are considerably more imprecise When setting up a new Base the reference station shift is resetted automatically ATTENTION Even if you leave the program GART 2000 CE in the meantime the reference station shift remains active for the individual project 4 4 10 Log Unianalyse Using the function lt Log Unianalyse gt the actual settings and measured values can be saved In the actual project folder the data are stored in the file projectname grt In this window you have the possibility to activate the function X Settings LH ni amp nalise M Log Uni amp nalyse OR Cancel
41. intersection of the alignment with the straight lines P1 P2 The sign of the line segments S1 and S2 always applies in the direction from P1 to P2 On pressing the button Save Meas the Measurement Registration dialog appears automatically With X the dialog can be quitted 4 3 3 5 Arcs Under the menu item Calculate Setting Out Arcs you can determine an arc between two points depending on the radius The coordinates necessary for a stake out can be ascertained with different settings and saved Trout Qut akute GPS mw ARO Setting Out Arcs Circle Setting Out ArcPnt 1 FEET 1 Chord Tangent ArcPnt 2 Length Chord Tangent Fadius System 0 station FREI 1 19 05 2008 GAR T 2000 DEMO Figure 4 101 Setting Out Arcs E 1 46 AM The arc points can be entered via point number or by clicking the point in the graphic In addition the radius of the arc must be specified The calculation of the points to be set can relate either to the Chord of the two arc points or to the Tangent of the first point on the arc The button lt Option gt enables different ways of determining the coordinates to be staked out In the above example the distance of the coordinates in relation to the chord amounts to 5m The values set are accepted by pressing lt OK gt Result Setting Out Arcs Lenght E Point der 154 264 3 4 E 6 295 Sal 293 do 3349719 3549720 35497421 3549722
42. layout of the corresponding protocol The lines between DO and END are printed the way they can be seen in the form file The first sign of every line is not printed but serves for the control of printout functions Lines which start with a blank are only printed at the beginning of a new form here Coordinate list and the underlines The sign ASCII 64 indicates that this line is printed at the top of every new RE E A The tile which stands above every table is defined by a ASCII 126 In our example the table title shows the coordinate system as well as the column titles such as point number marker type point code east north The table title is also printed at the top of every new page jOO E0S0S M P1 P An upside down question mark ASCII 168 shows that after the end of the form a new page follows At the end of a form definition stands the keyword END In the form file FORM FMT further form definitions for other lists and forms follow Within a form two special signs determine the layout and location of the entries OO
43. of Transformation with Total Station cooocccocncconncccncconocanncnnncnnss 100 Figure 4 105 Kind of Transformation with GPS Station cccoocccoccccccncconncccnconccnnnncnononnns 101 Figure 4 106 Control ROMS ue arta 101 FIQure 410 Edit MeasuremePlSs5 uterus ates duit e ek use oli 102 Figure 4 108 Area CalculatiON ooccoonnccocccocnoconicccnncncnnnnnonnnonnnnonannonnnonanonnnnonanonnnnonanenons 103 Figure 4 109 Input points for area definitiON occcocccoccconnoonconnconnnocncncncnnoconoconononcnnnnos 103 Figure 4 110 Result of Area Calculation ooocccoccoconicocnoconococnocononannnnonococononnonanicnanonons 104 Fig re 4 11 Area CalCulatlOn ratito 105 Figure 4 112 Result of Area division ooocccoccccocncconoconnnonnoconocnononanncnnnnnnnnnnnnonanonannnnaninons 105 FIgUrE 43113 Grid Calcula ansehe ee a 106 Figure 4 114 Change of grid position 22u022400200002n0o anne nnnn nano nenn nenne nnne nnns 107 FIgUrE4 719 DEINNEILINB T e 108 Figure 4 116 Input of planar coordinates in system of measurement 109 Figure 4 117 Transformation on Measured Line occcoccnccncccccccocnccncncncnccnnnnncnonnnononncnncnnns 109 FIgure 4 119 AXIS New PONS nen ae en 110 Figure 4 119 Dialog for determining instrument errors sees 111 Figure 4 120 Selection of destination system coooccccnncconcc
44. of the Rover via GPS gt Start Rover Here wait for the resolution of the ambiguities display fixed Proceed with the Rover first of all to a point with known coordinates Perform the adjustment via GPS gt Station Shift as described below Observe all other points in the customary manner By selecting the menu item the dialog opens up to calculate the reference station adjustment Input Output Calculate GPS Initial Extras a Figure 4 158 Input of debit plane coordinates for Station Shift The comparison point is to be specified in this first dialog This is the point with known coordinates currently observed with the Rover Make sure that the GPS Measurements dialog is opened simultaniously Enter this point in the field Pt No via the graphic via the lt lt button or via the keyboard The nominal coordinates are displayed in the fields East North and Height In the fields dE dN and dZ the computed alterations in the reference station coordinates for East North and Height are displayed after the comparison has been successfully completed When the point has been selected the calculation can be started with the button lt Comparison gt A further dialog opens up GART 2000 Benutzerhandbuch Capital 4 Men steuerun 137 Input Output Calculate GPS Initial Extras a GPS Me Station shift Comparision reference coordinate de 13 280 0 0004 dy 30 099 47 0 0006 z 195 jy m 11 08 AM
45. on choice e GPS Measurements all stations e GPS Measurements current stations e UTM Coordinates zone32 4 2 8 8 KML Google Earth With this menu point KML Google Earth you can export your measured coordinates in the KML Format KML Keyhole Markup Language is a file format for modelling and saving Geographical elements like points lines pictures polygons and models for the display in Google Earth and Google Maps With the help of the KML you can exchange the information with other Google Earth and Google Maps users KML file is processed by Google Earth and Google Maps in a similar manner like HTML files and XML files by a browser Like HTML KML has a structure with name and attribute for special representations 4 2 9 Printer only supported in Gart 2000 NT Viewer With the menu Output gt Printer an overview of the map can be printed out There are two different possibilities 4 2 9 1 Sheets Before you can select this submenu you should define a sheet by using the menu Initial gt Sheet definition To do this you have to zoom into a specific region press the button New and give a name for this selected region With the menu Output gt Printer gt Sheets it is possible to print out the defined sheet 4 2 9 2 Hardcopy By activating the menu Output Printer Hardcopy the graphical screen can be printed out 4 2 10 Google Earth Google Earth is software which available free of charge form Goo
46. on the screen For Topcon receivers the GPS satellites are marked with a G4 GLONASS satellites with a N in the first row For Ashtech receivers you will see a flag or U The satellites are marked with a U if differential corrections exist for a satellite Otherwise a is shown The button lt Sky Plot gt shows the actual satellite geometry Input Output Calculate GPS Initial Extras EAM menm sal fo Ie Ie IE IE je ff IR w je fs f Ie Ike o fs fo fs aa aa a ca a IE E EEE GAR T 2000 DEMO Figure 4 12 Satellite Geometry in Sky Plot The lt Exc gt key enables the simultaneous measurement with an MDL or tachymeter and GPS This facilitates the measurement of excentres where GPS measurement is not feasible After the lt Exc gt key has been pressed a PntNo must be specified designating the excentre to be measured GART 2000 Reference Manual Chapter 3 Getting started with GART 2000 CE 36 In PntNo East 3a4879n s818 m North 5805104 769 m AcP Height 111 512 10 m sth tation Tachy 01 01 20M Comment Gas Station GAR T 2000 DEMO Figure 4 13 Saving Exzentrum After the lt OK gt key has been pressed the Measurement Registration window opens up for the recording of the polar measurements Input Output Calculate GPS Initial Extras a Measurement Registration OK System O Station Station 1 14 07 2005 19 47 37 GAR T 2000 DEMO Figure 4 14 Measurement R
47. siu a sua erus e aera suero erm ru us Zesssssssesssnasesessasesessasesessasesessasesessesesessesesessesenessesesessesensiuesesessesenessesesessesenessese nc Rene SU SERRE RSS RRRR RS RS RR Gg SR S S 3 y S S a S S a S S S R3 y S S a S S a SR S 4 S S a S S 4 R 4 4 SR g 4 S 4 g a Sg GG g ISR Sg G G ARR g G S KR GIG KR GIG KR Sg a y SR g 3 3 S S S y S S Sy E 4 SR S 4 G3 S 4 Y Sa 4 GR SR g GI g g Sy 4 y Sa y Ig S4 4 Ig Sy S g SY 4 g S I 4 Ig I 4 g G gGS T Tg G S I Gua gau GT a gas sagas suse sr suse sucia siu rure siu a iu sess erue ra eru iu eru erm ru uum NN GART 2000 Reference Manual Chapter 3 Getting started with GART 2000 CE 15 E O Peete RS S3 SR SX g GG y g GG y SR Gg G y SR Gg G GG y GG SOSSRR S 3 S G3 GOG SU g G GG SX Gg G GUE SE GG GUI SR GER ER SUE US R RE GUESR S RR GU A SR S GER SR S GGG R SR Sg GG HH SR Y GR RS g G EI g SY y RS GG y SR Gg G USER g GGULORR GG GEL SS SG UR SR R GGG RT SG GGG GIN Gg G UL SR S GG GR GG GU GR SR GUESR SR S GGG SR S GU GU Hu S GGG R RR g G SER RS g G SEG RS S Y SR RSS SR RS S 3 SR RS S 3G y G Ia Sim ga gu gimge sagi ga sim sia iu iu ru sim run y Thales LRK Long Thales internal corrections for cm accuracy Range RIK 0 0 000000000 00000000 0 0 0 0 0 Leica RTCM DGPS General corrections for m accuracy 1 1 1 1 Leica RTCM 2 1 RTK Generalcorrections for cm accuracy 11 1 L Leica RTCM 2 2 RTK General corrections for cm accuracy 1 1 0 0 1 Leica CMR RTK Gener
48. the function Perpendicular Foot Though no new coordinate will be saved as perpendicular foot but the perpendicular foot will be saved with the existing point number Thus the point will be shifted to the line 4 3 1 8 Resection With a resection calculation the new point is determined by direction measurements to three points with known coordinates Input Output Calculate GPS Initial Extras 3 x a Resection X Station FREI 1 19 05 2000 11 51 x Left Point 3001 Center Point Right Point st24 3L m 5 st r Station FREI 1 19 05 2000 11 51 24 GAR T 2000 DEMO E 11 15 PM Figure 4 82 Input for calculating Resection A resection can be calculated using this function For this purpose the necessary measurement values must be determined beforehand The relevant station can be entered under Station or selected using the button gt gt The three fixed points for the calculation can then be entered in the fields Left Point Center Point and Right Point or selected by clicking within the graphic The designation of the points as left center and right does not need to be maintained for the calculation After the lt OK gt button has been clicked the new point is calculated and shown in the results dialog In the results dialog the new point can be adopted by pressing the lt Save gt button Note If a multiple resection is to be determined a single point adjustment can be calculated under Calculate gt Polar GPS Transf
49. up New colors and symbols for a special point code can be defined 44 s Lx O Miha E x E Cancel 98 99 100 101 102 103 104 105 Wa 113 114 115 116 117 118 119 1120 121 122 asm 129 130 131 132 133 134 135 136 137 145 146 147 148 149 150 151 152 153 3 160 161 162 163 164 165 166 167 168 169 170 171 b o N B Figure 4 197 Display of the color table and the symbol list 4 5 10 Bitmap supported only in GART 2000 NT Viewer The menu item Initial gt Bitmap is only implemented in GART 2000 NT and GART 2000 Viewer This facility allows projects with georeferenced bitmap files to be created there which can be subsequently opened in GART 2000 CE In order to georeference a bitmap coordinates for the control points e g corner points of the bitmap map need to be entered first under Input gt Coordinates These can also be entered as geographical coordinates via the lt Geo gt button GART 2000 Benutzerhandbuch Capital 4 Men steuerun 161 Enter coordinates LS 0 P X Pie LO ede fa ao East 3547928000 m Sting 000 gt gt North 5806440 000 m AcP s gt gt Lafo fo Height 87 336 m AcH 3 gt Hajo Hzjo Comment aa Save Ezc Geo Figure 4 198 Input Coordinate The Bitmap dialogue can now be called up via Initial gt Bitmap The bitmap file is opened by clicking the lt New gt button
50. with GPS To define the setting out and the orientation point both entering the point number and clicking on the point in the graphic screen are possible The functionalities of this menu correspond to those of the menu Input gt Measurements By pressing the lt OK gt button the difference of the current position related to the setting out orientation point is calculated and shown numerically and in the graphic screen Input Output Calculate GPS Initial Extras a Setting Out Point Prite fon a Oriente Offset SE Figure 4 91 Setting Out Points with an Orientation Point The following data are shown LE Difference in the direction to the setting out orientation point m QE Difference perpendicular to the setting out orientation point m Ds Linear distance difference from current position to setting out point m DZ Height difference in the user system TH True Heading user s current direction of movement determined by the receiver Az Azimuth from current position to setting out point gon The difference of the current position to the setting out orientation point is shown with a triangle For Topcon receivers the compass in the upper left corner shows the true heading and the azimuth If both arrows point in the same direction the user is moving towards the setting out point This feature works only with movement To save the coordinates of the current position click on the lt Save gt button If n
51. 0 6 LLH The LLH format serves the import of geographical coordinates The structure comprises Point number latitude longitude height point code optional comment optional The imported coordinates refer optionally to the WGS84 System or to the user system 4 1 10 7 DXF Manual for colored DXF input with GART 20000 Check your layer in DXF File GART 2000 Reference Manual Chapter 3 Getting started with GART 2000 CE 50 I Show Frozen Layers Figure 4 31 Layers volo view Express C gart2000 RONALD_DXF DEU TOT d f Fi File Edit wiew Tools Markup Modify Window Help a Ei amp E 8 es o e o xz EL et er E y e ara 12 v all B 7 U AL 114 pt ESA aver 29 Xx N NC AN e COODUM N SS V CA L NO BER a N AAA Figure 4 32 Volo View Express Configure GART 20000 file VPCONFIG DXFSYMB DEF POINTCODE 1 GART 2000 Reference Manual Chapter 3 Getting started with GART 2000 CE 51 SYMBOL KREIS LAYER PUT SCALE 1 0 ANGLE 90 0 ENDPOINTCODE Definitionen fuer Linien LINECODE 1 LAYER RIOOL ENDLINECODE LINECODE 2 LAYER 11 ENDLINECODE LINECODE 3 LAYER 29 ENDLINECODE Open GART 2000 and check colors of Linecode 1 3 Initial gt Display gt Folder Parameters Click to button EDIT GART 2000 Reference Manual Chapter 3 Getting started with GART 2000 CE Initialise Display Display Pa
52. 000 CE menu structure GART 2000 CE rm o femme ers nme Station Intersections Renu Straight Line Black Meas urements Tachymetric Set Tachymetric Set Cirlce Straight Line Arcs Start Base Start Rover Delete Project Constants Form Perpendicular ES Version Coordinates A Foot Static GPS Coordinates Fitting Straicht Recordinc Point Numbers i Das rag jJ Coordinates Zoom All Graphical Coordinate Lines Import Resection Forsection Sidesection Basic Tasks Bearing amp Distance Telephone NTRIP Save Measurements Triple Rod Radio foom Sheet Zoom Keyp ad Sis Printer SL of cds Auto Save Graphic mode Free Fromat Sheets o i Station Shift COM Total i ation Sh Edi BTS Hardcopy nere Text E dit oi CS COD LLH WOGSBA User System Export ASCH 3 0 all caardinat Mean coordinates Measure ments Measure ments and Coordinates ASCI GB All All coordinates Mean coordintates Measure ments Weasure ments and coordinat Free Format LLH coord WGSE4 User Sys GPS Meas All Stations Current Stations Copyright 2005 Alsat GmbH network services Setting Out Points Height Points Detail Points Alignments Arcs Polar GPS Transformation Grid Detail Points Detail Points Transformation on Ref Line In
53. 000 104 4 000 105 1 000 105 000 106 4 000 106 4 000 107 4 Dar 107 4 000 108 4 000 108 4 000 103 4 000 103 4 000 110 4 000 110 000 111 4 000 111 4 000 00 4 000 00 4 O00 201 4 000 201 E 000 202 4 DO 202 4 000 gt ce tm Numbering Change Mark Figure 4 206 Dialog Renumber Block By pressing the Button lt Change gt a selected point can be renumbered Its point number and if necessary point code and marker code To confirm any changes press lt OK gt The relevant point is marked with an X To execute the renumbering of all marked points press the button lt Renumber gt and confirm it with Ja With the button Marko it is possible to mark several points at the same time Alternatively you can mark them by clicking the left mousebutton and with pressed Shift or Ctrl Key The NBZ of all marked points can be compared with the NBZ calculated by the coordinates by pressing the button lt Check NBZ gt And if necessary they can be changed Modified points are then marked with an X To confirm any changes press the button lt Renumber gt By pressing the button lt Numbering gt a group of marked points can be numbered after entering an initial value and an increment Altered points are marked with an X in the first column To confirm any changes press the button lt Renumber gt With lt Esc gt all changes will be discarded and the dialog will be exited Press the button lt Print gt
54. 13549750 819 m Stringloon North 5805104770 Im Ace rie pine Imach ation Tachy1 01 01 Y GAR T 2000 DEMO Figure 4 9 Saving GPS Measurements The point number can be entered after the calculation of the average whereby GART 2000 CE increments the point numbers As well as the coordinate the point code marker type and a commentary are also saved In addition the accuracy level of the position LG and height HG and the reliability level of the position LZ and the height HZ can be changed for cadastral applications The measurement value is saved with lt OK gt With the button gt gt the dynamics can be chosen from a list 4 MStart aanT 2000 DEMO Figure 4 10 Dynamic Possible settings for Topcon are static and walking For Ashtech receivers there are quasistatic walking automobile aircraft and ship additions The button Sat displays detailed information about the tracked GPS GLONASS satellites GART 2000 Reference Manual Chapter 3 Getting started with GART 2000 CE 35 n a Calculate GPS Initial Extras i ES A B B e e Gill z ak E E EE ETE REEF Rh fh PT fT E eee Pope pe he az fico fe ep pre foe um Ps fs foo bw fo LI ae PPP pp ee ppp sno fa ps fo fo p fe fe pe fe fp foe I I Figure 4 11 Satellite Overview The satellite overview displays the satellite number the azimuth the elevation and the signal noise ratio of the different satellites
55. 3 47 69120 EDOS 43747 69113 Figure 4 50 Output Measurements in geographical form To average multiple measurements mark the corresponding point number and click on the button Average GART 2000 CE displays the differences of the averaged measurements and adds the averaged value at the end of the list 4 2 3 Tachymetric Set By means of the menu function Output gt Tachymetric Set the tachymetric set can be displayed and modified The following window appears Measurem PE 17 42 Figure 4 51 Overview of measurements in a tachymetric set The measurements can be displayed and modified through various buttons In the error calculation the following display is shown for each target point d Difference between the set mean of the distances towards a target and the total mean value from all sets Improvement of the direction of the respective set z Improvement of the zenith distance p Improvement of the vertical index s1 vs2 Improvement of the distances in Face 1 and Face 2 only for overall GART 2000 Benutzerhandbuch Capital 4 Men steuerung 67 measurement Average This button activates the averaging of the reduced directions of Faces 1 and 2 Accuracy Clicking this button opens a further window containing an overview of different accuracies These comprise Sr Standard deviation of a direction measurement Srm Standard deviation of the mean of the direction measurements Ph
56. 42 m width 2 000 m Ne Morth 5805102 82 m Height 8 000 m No Direction 100 0000 gon C Catch Paint mH E 11 52 AM Figure 4 113 Grid calculation In the section Orientation a starting point and the direction of the grid must be specified When the dialog is called up the coordinates of the lower left hand point in the current screen segment are initially given In the section Dimension the mesh size of the grid network width and the extension of the grid height are laid down The button lt OK gt computes the grid and represents it graphically It is only when the lt Save gt button is pressed that the new points are adopted into the coordinates list The grid can be displaced via the starting point A rotation is performed via the arrow on the lower right hand side GART 2000 Benutzerhandbuch Capital 4 Men steuerun 107 Orientation Dimension East m wat m No North Li Height 8 000 mora Direction 121 5268 gon Catch Point Figure 4 114 Change of grid position If the grid displacement and rotation is to be allocated to existent points the option Catch Point should be activated The dialog is quitted with X GART 2000 Benutzerhandbuch Capital 4 Men steuerung 108 4 3 7 Detail points With the function Calculate gt Detail Points surveyed points orthogonal to a measured line can be transformed into coordinates of the current system and the other way round For
57. AutoCAD String has to be less than 30 elements SCALE Scale for symbolintegration in DXF ANGLE Angle in DEGREES 0 360 ENDPOINTCODE End of definition Later settings will overwrite the previous ones TEXT TEXTLAYER PUNKTNUMMER TEXTSIZE 0 25 TEXTANGLE 0 TEXTDX 0 40 TEXTDY 0 01 ENDTEXT Standardlayer for lines if not defined with LINECODE LINES LINELAYER Linien ENDLINES Layer for Notes NOTES NOTESLAYER Notizen ENDNOTES Text for pointheight HEIGHTS HEIGHTLAYER HOEHE HEIGHTSIZE 0 25 HEIGHTANGLE 0 HEIGHTDX 0 40 HEIGHTDY 0 40 ENDHEIGHTS VAN E GVVU 7 INCIUCIUCIIUC IVIdGIIUCI Chapter 3 Getting started with GART 2000 CE 57 GART 2000 Reference Manual Capital 4 Men steuerung 58 Example with GART2000 ini xi reist code ml fast soria ner re t eight ac origin Remark HP 4711 6068 120 000 146 660 5 Circle TP 4711 1 6068 106 6006 166 660 5 a Triangle Esc Edit Delete Frint Sesrch Marker Ident Pt GART 2000 Benutzerhandbuch Capital 4 Men steuerung 59 Figure 4 39 Coordinates L5 0 If you choose OUTPUT gt EXPORT gt DXF GART 2000 NT ING Projekt 0096 System 0 Input Output Calculate GPS Initial Extras Stations Measurements Tachymetric Set Coordinates Check Double Measurements Protocol Lines Printer Export ASLI 3 AST GB Free Format CARD GEOgraf EDES LADE Sicad Ruhrgas PTS CSV c
58. Base Topcon The individual fields vary according to the type of receiver and have the following meaning PntNo East North Height Ant Height Min Elev Port Multipath Red SVs PDOP Max SV Point number of the base station The reference coordinate is stored with this number in GART 2000 CE East of the base station in the user system m North of the base station in the user system m Height of the base station in the user system m True vertical antenna height marker to phase center of antenna m Minimum elevation mask the base receiver will only transmit differential corrections for satellites with elevations above the minimum elevation mask Port identifier for the differential corrections radio or cell phone GSM port Multipath Reduction When activated an additional algorithm is applied to reduce the multipath influence Only for Topcon Number of satellites that are used for the position calculation this field will be empty unless a navigation solution is queried from GPS receiver Current PDOP value this field will be empty unless a navigation solution is queried from GPS receiver Maximum number of satellites to be included in corrections JNS only GART 2000 Benutzerhandbuch Capital 4 Men steuerung 118 0 all available Multi Base Multi Base option When activated you can transmit correction data on your base station via several radio ports The button Sa
59. E or between different program versions NT and CE 4 1 10 3 Free Format To import an individual coordinate file it is possible to define a free format in the FREEFORM DEF file This file is located in the vpconfig directory The format definition is explained with comments directly in the file 4 1 10 4 Leica GSI Go to the menu Input gt Import gt Leica GSI and the dialog opens to select a file The default directory is the folder of the current project The file name in this example is called leica koordinaten gsi GART 2000 Reference Manual Chapter 3 Getting started with GART 2000 CE 49 Suchen in Cy DEMO e E er EJ LINIE IDX a sYsTM DB am lag dat Bm SYSTM IDX AKTVALLIE DB MWERT DB TACH DE MWERT IDs ermpro stp MB DB vpmap def B MBZ IDE wILD TXT J PROJEKT PUNET_ DB PUNET_ IDX sa STPET__ DE a STPKT__ IDX E X Dateiname leica koordinaten gsi M etzwerkumg ateityp a Files Abbrechen E Figure 4 30 Open File Select the corresponding gsi file name and confirm the input with Open In that way you can import coordinates of the Leica SmartWorx software 4 1 10 5 COD CSV PTS These formats separate the entries by means of commata Comma Delimiter The structure comprises Point number East North height point code optional marker code optional comment optional 4 1 1
60. EFLPLELPFLELPLELLELELELLELPLELLELELELLELELELTELPLELLELELELLELELELLELELELLELELELLELELELLLLELELLELELELTELPLELLELELELLELELPLLELELSLLELELELLELELPELELELELLELELELLELPLELLELPLLILELELLELELELELLELELPLLELPLELDELELELLELELELLELELELLELELELLELPLELLELELELLELPLELLELELELLELPLELLELELELLELELELLELELELLELPLELLELPLELLELELELLELPLELLELELELLLLELELLELELELLELELELLELPLELLELELELLELPLELLELELELLELELELLELELPLLELELELLELELELLELELELDELELELLELELELLELELPLLELELELLELELELLELELELLELELPLLELELELLLLELER The ellipsoid can be selected from the corresponding list whereby the selection available varies according to the GART 2000 CE version in use GART 2000 Benutzerhandbuch Capital 4 Men steuerung 147 4 5 3 2 4 Projection In the projection dialog the projection for the user system can be selected The following projections are currently supported Gauss Kr ger second to fifth sector UTM Lambert Belgium France Estonia Soldner Berlin NGO48 Norway KKJ Finnland UK National Reference System Irish Grid CH1903 CH1903 Switzerland Nederland RD Baudrates Lambert Belge 72 Topcan Javad Receiv 9600 CH CH1903 CH CH1903 RTCM 2 3 RTK C S JTSK Kravak Auto oom GE 2 St GK 3 Str vos DE GK 4 Str E 15 31 Figure 4 175 Select Projection Further projections are in preparation or will be developed on demand GART 2000 CE transforms the WGS84 coordinates in real time into a user system using the 7P transformation and the proj
61. Figure 4 204 Figure 4 205 Figure 4 206 Figure 4 207 Figure 4 208 Figure 4 209 Figure 4 210 Figure 4 211 Figure 4 212 Figure 4 213 Select Projecto as ee een 147 Projeccion snis mm 147 BAUER a0 Dr nee eerte uti hare be oU e IDEE CE mU 148 OP RAEO eaaa 148 Baudrate GPS RECEIVE saurna a a iq ad csi tou R EUIS 149 Constants Point NUDE Sc a 150 Coordinate Constant ioo ee eu 150 Double CONAN de aso 151 New Point or Marker Type aa err o e e eaa neds eee 151 Dialog Constants MeasuremMentS oocccoccccccncocncocnncncnnoncncnnnonononnnnnnnnonanononnnonos 152 Dialog Radio Constant mes een 152 OS E O CO ee eee ee 153 Edit System Dialog to change system qualities 154 Select Total Salon rind 155 Input of instrument parameters ocoocccocccocccocccoccconcocnconnnonncnnncnnnonnnonnnonnnonenoso 155 Halt COMER OME ML EILEEN 156 Snest De TAMOS NEED 157 Input sheet DEeihitionn a see ae 157 Initialisation of protocol functions 2220222022002200 nenne ann nnnnnn nennen 158 ig abere a ido 159 Selection of definition files for the graphical display 159 Dialog for the settings of the graphical display ssssese 160 Display of the color table and the symbol list sssssssese 160 Iiput OO FN AUS cessent ati troie Duda ds 161 Open BMAD Metas en es 161 MEDINA as
62. GART 2000 Benutzerhandbuch Capital 4 Men steuerun 157 Sheet definition 0205 0105 Ezc Mew Delete Figure 4 191 Sheet Definition By pressing the button New a name for the selected region can be entered Several modifications can be inserted additionally like scale coordinates of the lower left corner width and height of the display window width and height of the sheet size and offset of the grid x Sheet Name joan Massstab i 000 Bild Rechts 3543434 183 m Hoch 9004054 508 m Breite 528 942 m H he 420 790 m Blatt Breite Sd cm Hohe 421 em gt gt Gitterkreuze M Draw Grosse jas cm Abstand i 00 0 m Figure 4 192 Input Sheet Definition To modify settings of an already stored sheet press the button Edit to delete this sheet press Delete 4 5 8 Protocol In the Initial gt Protocol menu the protocol functions of GART 2000 CE e g for calculation protocols can be activated GART 2000 Benutzerhandbuch Capital 4 Men steuerun 158 Input Output Calculate GPS Initial Extras E x a Init Protocol OK Output Page 3 d Output File ET Compact PlasHiDEMOVAUSGABE PF T E Form File J0 rm cutem O Station TPS1100R 09 01 2001 0 04 05 Compact Flash vpconfigs FORM BIN E SH Start llGarT 2000 DEMO m 11 38 AM Figure 4 193 Initialisation of protocol functions The selection File in the field Output activates the protocol functions of
63. GART 20000 CE whereas No Output deactivates them The default extension for the Output File is lt PROJECTNAME gt prt and the file location should be the project directory ATTENTION Never overwrite database files extension DB Otherwise these important files will be deleted and the project will be destroyed The protocol output files of GART 20000 CE contain a page number This page number is incremented with any additional printed page With the entry in the Page field the actual page number can be changed In this manner you can overwrite the current protocol file by restarting the pagination with 1 For the protocol output GART 2000 CE needs a Form File which allows the free layout definition of measurement coordinate and station protocols as well as calculation protocols For this purpose a form translator is integrated into the free GART 2000 Viewer that supports the translation of individual form files see 4 6 2 Form During the installation procedure of GART 2000 CE a standard ASCII form file FORM FMT and a translated binary file FORM BIN is installed in the vpconfig directory Translation of new or changed form file works with GART 2000 Viewer in menu Extras gt Form 4 5 9 Display The settings for the graphical output screen can be done in the Initial gt Display menu Alternatively use the button shown above to choose this menu With the checkboxes on the first page the display of point symb
64. Height off o E Geoid model None ell H orth H n a Height Offset 0 000 lt Power gt Indication of the battery capacity This function works only for the Ashtech Z Surveyor with internal battery The Lacan te oh volt d the capacity as well as the Time 00 0D min vo age an p 4 y W l j Remaining time 00 h OO min i maximum and remaining battery time are capacity 0 mah shown EE 0 0 Y Rover om 02 oom on oo ccr Status Transformation Dif E Contrast Indication of the Contrast Ratio Value The contrast value declares how reliable Contrast Ratio the fixing of the ambiguities is Ashtech Range from 0 00 up to 999 0 A value EM 0 000 higher than 1 0 indicates that the Sat Fixing Progress 0 00 ambiguities are fixed PLELPLELTELPPPFLELPLEFLPLELEFLELPLEFLELELELLELELELLELELELLELELELTELELELLELELELUELELEFLELPLELDELELEFLELELEFLELELPFLELELELLELPLELUELPLELLELEREFLELELELLELPLEFLELPLELLELELELLELELEFLELPPELLELPLEFLELEPEFLRLELEFLELELLFLELPLERLELEFEFLELELEFLELELELLELEREFLELELELLELELLLLELELLFLELPFLFLELELEFLELELLFLELERL PERL SLLLTELELELTELELELTELSLLLTELELELTELELELTELELULLELFLUFTELPLULTELELLLTELFLULTELELUELELELULLELELOLLELELOFLELELLLTELELLFLELELTELELELTELELELLLTERETPELFPETLETFRRLLETELLLTLTFPEPLFPELLTELLELSELFERLLLTPLCLIETR PR The button gt gt next to the field Ant Height in the GPS Measurements dialog opens the submen
65. If an insufficient number of control points is available to calculate the transformation parameters a corresponding error message pops up in GART 20000 CE Input Output Calculate GPS Initial Extras a Enter Point 0 000 vh 0 000 vs U 000 yz 0 000 vh D O00 vs 000 vz dictat llGarT 2000 DEMO E 2 50 AM Figure 4 122 Control Points The transformation type can be fixed by clicking the button lt Transf gt The 3 Parameter Transformation is used in GART 2000 CE as standard However the following transformation types are also available e 3 Parameter Transformation the scale factor m is set to 1 calculations comprise the displacements in the x and y direction as well as the angle of rotation j of the coordinate system e 4 Parameter Transformation the scale factor m is calculated in addition to the 3 Parameter Transformation e 5 Parameter Transformation in contrast to the 4 Parameter Transformation a uniform scale factor m is not determined but rather the respective scale factors m and m for each coordinate axis e 6 Parameter Transformation in contrast to the 5 Parameter Transformation not only a rotational angle is calculated but also a separate angle of rotation for each coordinate axis shearing the rectangularity is abandoned GART 2000 Benutzerhandbuch Capital 4 Men steuerun 113 Input Output Cal i inp utp L Tran Transformations Figure 4 123 Selection of transformation method
66. Marker Type This dialog shows the code and marker type of the existing point in the first two rows and the code and marker type of the new point in the last two rows With the lt Change gt button the new code and marker type will overwrite the old values whereas the lt Don t Change gt button keeps the old values 4 5 3 5 Measurements With the menu Initial gt Constants gt Measurements the tolerances for a multiple measurement and for a tripel measurement can be defined GART 2000 Benutzerhandbuch Capital 4 Men steuerun 152 Input Output Calculate GPS Initial Constants Measurements Tolerances Multiple Meas Refl Buil Bearing D 0050 Tolerance tripel measurerr The tolerance for bearing and zenith can be entered in the field bearing and zenith the tolerance for the distance in the field distance The default settings for bearing and zenith are 0 0050 gon for the distance 0 003m In the field Lenghtwise a tolerance for the lengthwise between two reflectors can be entered With lt Crosswise gt it is possible to enter the maximum allowable deviation of the middle reflector to the straight line built by the upper and lower reflector The default settings are 0 0005m Additionally a value for a reflector building can be entered it is initialised with 0 2m 4 5 3 6 Radio The menu Initial gt Constants gt Radio is only applicable for Sokkia and NavCom Receiver Settings can be defined
67. N dx 0 064 dy 0 016 as fo 352 Bentren Vi xh teren ana LE F0 094 QE 0 239 dz 0 432 Abweichungen MW speichern GART 2000 demo s 6 57 PM Figure 4 97 Setting Out Detail Points with Total Station In order to set out the detail points the detail point quantities for X and Y of the measured line must be entered The zero point origin of the local coordinate system used is the first point of the defined measured line The X axis is described by the measured line The Y axis runs perpendicular to this line Subsequently the standard values for the stake out are calculated The measurement can be triggered by various buttons lt All gt triggers an overall measurement lt BuildRef gt and lt Exz gt trigger a measurement to a reflector When using the lt BuildRef gt button the amount of horizontal eccentricity is queried and the amount of spatial eccentricity is queried when lt Exz gt is used lt Set gt sets the direction to the corresponding point in case of automatic total stations The button lt gt switches into the control mode in the case of automatic tachymeters By clicking the button lt MeasLine gt the measured line can be altered at any time during the setting out When using the lt Excenters Exzentren gt button the longitudinal ex center the transverse ex center and the distance eccentricity are entered On pressing the button lt MW speichern gt the Measurement Re
68. OM Port baudrate databits parity stop bits should be used for the output of the correction data coming from the NTRIP Server COM Port Settings COM Port Settings COM Port e Parity None Baudrate a600 Stop bits hi y Data bits E Flow ctrl None v gt FOS 9 36 m 2 Figure 4 151 NTRIP COM Port Settings Now click on the START button to receive the source table with the available correction data streams The download of the source table can take a while If the downloading was successful you will receive an acknowledgement message ALLSAT NTRIP Client Select Network START All STOP Select Stream C Auto Stream Frankfurt DGPS GREF tings Source Table Source Table Source table eos EHER 0 BE 9 42 am Figure 4 152 NTRIP Receiving a source table with available correction data streams p read For more detailed information about the particular data streams click on the Source Table button Scroll down to Requests NMEA entry and check if the NTRIP Server requires your position for this correction data stream GART 2000 Benutzerhandbuch Capital 4 Men steuerun 13 Latitude 0 00 deg Morth Longitude 0 00 deg East Requests NEA Yes Generator GP5Met Solution Network Compression none O bits per sec Figure 4 153 NTRIP Source Table Choose a correction data stream and click on lt START gt button ALLSAT HTRIP Client
69. Points with Total Station oocococccccccconncccniconnconnnnnnnss 92 AS A A T 93 4 3 3 2 1 Setting Out Height Points with GPS occcoccccccccccnicccnconcconcncncncnnnnnonoss 93 4 3 3 2 2 Setting Out Height Points with Total Station 93 43 09 DEDOS AAA A ep FUSCE QURE Lut Muf 93 4 3 3 3 1 Setting out detail points using GPS oocconcioncconncocncocncocnconccnnconncnnnnos 94 4 3 3 3 2 Setting out detail points with Total Station 95 23 94 ANAMO M raso taut niter ernennt 96 4 3 3 4 1 Setting Out Lines with GPS occoncccncciconccccnccocncocnoconononncnannonnnonanononnos 97 4 3 3 4 2 Setting Out Lines with Total Station oocccoccccoccconcccccncocnconcncnnnss 98 a9 919 A E ME 99 4 3 4 Polar GPS Transformation 5 5 a a a A 100 4 3 5 ALGO ciui ti ndis ais tautu uc LL On aen ML M UAE 102 E A A Po Rs 102 4 3 5 2 Possession only in GART 2000 NT and Viewer 106 A 9 0 Zone LE NN 106 4 3 7 Detall POMiS cadenas 108 4 31 21 EOtall PONS ae 108 4 3 7 2 Transformation on Measured Line 02200220022002n0 esse nennen nennen 109 ASS OD DetallDOlhifs niv n a e rre RUPES Er Ue qu Peeuk qaaa ra eode asso Obr a Gv dun Rota d 109 43 0 Imstr menb ENO Sii dad 110 43 9 Trans Malaria ia 111 43 10 Mes AV BE O ee 113 AO ANON AV CVSS is 114 4 3 10 2 Traverse manual only in GART 2000 N
70. R SR EG UE GR GR EG S GRUT E G E GR NN AcH Precision height calculation 0 no height 1 Order 1 lowest order e g total station measurement 2 Order 2 medium order 3 Order 3 highest order e g height control point Field Comment for additional point information Every commentary entered is saved in a list and can be selected from this list once again when the next point is entered GART 2000 Reference Manual Chapter 3 Getting started with GART 2000 CE A4 In Enter a m ed tuu I mo qm Choose comment Figure 4 22 Choose Comment The coordinates can be entered either in plane or using the button Geo geographical WGS84 mode A conversion between user coordinates and geographical mode is done automatically when switching between the modes Please note that the current selected user coordinate system in the Initial gt Constants gt GPS submenu is applied for the conversion Input Output Calculate GPS Initial Extras a Enter coordinates LS O Geograph Coordinates W G584 OK Nlis p Feige FB Height 72 970 m 20 m stem O Station FREI 1 19 05 2000 11 3 Figure 4 23 Enter geographical Coordinates For information about coordinate import from files see Input gt Import 4 1 6 Graphical Coordinate The menu item Graphical Coordinate enables the digitization of points e g on a georeferenced bitmap map imported into the project GART 2000 Reference Manual
71. Receive differential corrections via GSM 3 8 Output of Measurements and COOrdiNates cooccoccconcoccccnconconnconcnnnonncoronnnnnnnnnnonnnnnos 25 3 9 Local TranstormalO Maid cidos 26 A Menu ontrol jocs aa tt ei reos ando e E cen e a 29 AT MDUR ae ea S 29 MEE iso eR 4 1 2 Measurements f 2 4 1 2 1 Total SUUO deiecit iab pRisQveest diu due iss eat 31 a MIN AL CI sae ahs 33 4 19 TKachymelne sel 41 4 1 4 Triple Measurement 0022022020002002n0nnnonnnnnnennnnnnnnnennn nenn nnne nnne nnn nennen 42 nci TT UTER 43 4 1 6 Graphical Coordinate seeiis ianea RR Vea Ga E C FRE Gre rre blan 44 dq OUS a dia 45 4 1 8 Lines LZ 4 12 NOTOS E PETS AT ee ee PEN 47 A Eg eg 11 Jit O eee rc 47 4102 ASI GOGB aura 48 A E10 Mel EEE O cR DES PENNE 48 a E EO ea EN 48 GART 2000 Reference Manual TABLE OF CONTENTS 3 4 AD ASA PP A 49 A E EN B OP o O E o O ee 49 4 A A 49 O 1 TENE ETT ECT 62 4 2 A o o A Marsh aeaceten ects 62 422 Meastre mens tii 63 42 9 3achymelfie Seben ios 66 4 24 BOOrdinales rt ds nenne 67 4 2 5 Check Double Measurements 2 202200220022002200nn0 nenn nenn nnne nenn nennen nennen 69 42 9 rad 8 lee ee do ELI Edu 69 EA ES ee re 70 42 8 EDO A ia 70 4 28 11 PCM SV CEP OPE OO uicit tare mne sam at eee 71 42 982 PROGID A ia 71 4 2 9 9 Free FO Mali Aa 12 ABI Leica Solas AAN 72 4 2 0 9 DXF M
72. S R3 SR RS g Y SR RS SY y S R3 g G IR S SY S y SX GG USER E SR S RR gU GE RES GU GULSR E GU SR SR GUESR S ERG G GE SR S GU GR RR g GS ES RS GG E S GG SR RSS Y S E y GUY RT ERR 3 GS S GG GER terete E LER SR GU GU GR GG S gg Gg ag gu ga gag i mua su iua treet a Topcon CMR RTK General corrections for cm accuracy Topcon CMR RTK General corrections for cm accuracy 1 1 1 1 Topcon JPS RTK A Topcon internal ih corrections forcm accuracy 00 Topcon OmniSTAR For Topcon receiver which accept OmniSTAR correction data m accuracy E T ues pana ues RRR RR S RR RR RS RSRRRRSR RR SY SR S GG eee GEO GG GG GRE R EGER SR G GER SR GER S RR GU R SR R GGG R SR R gUaGR SR GGG R R GU R RR GG GOULSR S GR GR Su GG G GU S GG RI RR gYGR RS SY SR RI SY S y S GG S R Gg GT ER GG GE IS G3 y RS g GS I S GG IR TRS SY y SR g GXGULRR S Y GE RS GG SETS GY GOES terete S GU GS GR S GU SR SR GU GR SR GGG RUN E Gu GU ua ga Ga gau gum ga su sim ga su sus ga skms sa ru iu ru sim iens Eeesesnnsessssusesessasesesuasesessasesessesesesseseseszesesessesesessesesedlusenessesesessesess sess Ee Res eR ES RR RR RS RR RSS GG RS RR Gg GG IG gG gG OS GN G gIT Y S S 3 G3 S g 3 a R g 3 4 SR GIG Hu S Sg G Au RS GG g y SR ga gg S ga a SR g 3 a SR S a IR 4 3 STR Sy S S a S S y S 4 y S S y S S 4 S S Y S g 4 S 4 4 E S 4 4 G3 3 R3 4 Ga S g 4 S 4 S 3 4 4 TRES S GU S g ST Y G S a SR g ga S g a S g S 3 43g 3 ETETEN 4 Ig I I S 4 Sy S G3 S4 43g SIG 43g 4 sig s sisi sr suse sg iu siu aru
73. SM modem Chose between A B C and D Default is port C ud A Figure 4 109 0 0 0000000000000 0 00 00000000000 Min Elev Elevation cutoff Satellites below this elevation will not be used for position calculation Max PDOP Threshold value for controlling PDOP If a measurement with a PDOP higher than this value is stored GART 2000 CE displays a warning message Nevertheless the measurement may be saved For Topcon receivers you can choose the lt RTK Mode gt extrapolation or delay the Antenna internal external or automatic the Sat System GPS or GPS amp GLONASS the Update Rate 1 Hz and 2 Hz and optionally activate the Multipath Reduction Input Output Calculate GPS Initial Extras dcs OK Rover Auto Switching Radio rts cts IL EJ rtscts power wv u power w Baudrate fisaoo FA Baudrate fisaoo FA 3 tects ES ts cts 7 i ric Part E rte c punt internal ul E interna urn En pn js 1 9 10 55 Figure 4 135 GPS Radio port The choice of the baudrate determines the data transfer speed with the radio or GSM modem The GPS receiver is set to this baudrate during the initialization of the mobile receiver GART 2000 Benutzerhandbuch Capital 4 Men steuerung 122 When the lt power gt checkbox is activated the radio modem is supplied with electricity from the receiver The lt internal gt checkbox must be selected when the GSM modem is integrated i
74. Select Network lascos Select Stream C Auto Stream or Update annover R TK GPS GLO fascos Broadcaster Settings Bytes read Source Source Table ARE souce table Source table updated und Figure 4 154 NTRIP Choosing a correction data stream Only if the NTRIP Server requires your position it will wait until you send a NMEA message to the server Afterwards it will start sending correction data The NTRIP Client transmits the data to the selected COM port and shows bytes read ALLSAT HTRIP Client Select Network Select Stream or Update Hannover RTK GPS GLO ascOS Bytes read 1 667k DERNENEREN ol Se Figure 4 155 NTRIP Sending correction data GART 2000 Benutzerhandbuch Capital 4 Men steuerung 134 You can close the window now The NTRIP Client application is running in background You can observe under In gt Measurements if you are receiving correction data To stop receiving correction data open the NTRIP Client application using the menu again and click on the lt Stop gt button 4 4 7 Save Using the GPS gt Save menu the current coordinates can be stored The menu has the same functionality as Input gt Measurements gt Save It is possible to average several measurements The number of measurements to be averaged is defined in the Initial gt Constants gt GPS menu The displayed standard deviations in the averaging window result from the averaging proce
75. T i 9 37 PM Figure 2 2 We recommend to install GART 2000 CE on the Compact Flash card The installation program copies all necessary files into the chosen directory and creates a link with the GART 2000 CE icon on the Desktop The installation file GART2000 CE CAB will be deleted afterwards ly Handheld Internet irha Calendar Contacts Tasks Microsoft Microsoft Explorer qi Pocket Pocket Excel p GART 2000 Documents 3 i Microsoft Microsoft ME Pocket Pocket to Access PowerPoint Professional Edition Recycle Bin m 9 38 PM E Figure 2 3 GART 20000 CE icon on the desktop To start GART 2000 CE simply double click on the program icon GART 2000 CE Reference Manual Chapter 3 Getting started with GART 2000 CE 12 3 Getting started with GART 2000 CE The aim of this chapter is to enable the user to produce RTK coordinates with a minimum of 9 necessary steps in GART 20000 CE 3 1 Initialisation of GPS Constants 3 2 Input of Reference Coordinates 3 3 Initialisation of the Base Receiver 3 4 Initialisation of the Rover Receiver 3 5 Enter Station 3 6 Input of GPS Measurements 3 7 Receive differential Correction via cell phone GSM 3 8 Output of Measurements and Coordinates 3 9 Local Transformation For more information see chapter Menu Control GART 2000 Reference Manual Chapter 3 Getting started with GART 2000 CE 13 The following figure shows an overview of the GART 2
76. T and Viewer 115 4 3 11 Continuous Control Measurements ocoocccocccocccocicocnconnconcconconnconncnnncnnocnnnnonos 115 4 35 12 Parallel OMS iii iia 115 Z4 OPO MENU seti EA ee ee 117 44 4 Find 4 4 2 Start Base LAL 4 4 3 Start Rover Li 4 4 4 4 4 5 4 4 6 4 4 6 1 Find out your GSM GPRS ModeM coocccccccocccocncococonoconoconnonnconnconocorononononos 130 4 4 6 2 ALLSAT NTRIP Client to receive correction data from Internet 131 AS T MESSI NONU N 134 qup O A Ad AS a C EAD Se Et Eft 135 B A A E MEME 135 AA VOM ero DINA SO SS E IR NEP RR cia 138 GART 2000 Reference Manual TABLE OF CONTENTS 5 44 11 SEHDEIOIRECEN EN nennen 139 Ao AA Ue Pe ee eee nee eee oan eye renee 4 5 1 Project 49 2 Delele PO CC A 140 4 593 EOS AS NEED a nee ee eee 141 459 General 0 8c Fe Soma ee eee 141 4 5 3 2 GPS Constants A 142 49 321 GPS ADICON ercer denon 143 AI I 22 Wa e re O Ea 144 4 5 3 2 3 Datum u unnunnnnnnnnnnnnannnnunnnunnnnnnnnnnnnnnn nun nun nun nun nun nun nun nun nennen anne 146 199 24 e e ESOO 147 4 9 532 4 1 Batldrates Radi une ii ie 148 4 5 3 2 4 2 Baudrates Receiver ssssessseee ener 149 403203 Uo snout 149 AL RR A na ed ob amend Mauer ines ne teenie 149 4 5 3 3 Point Number Constants a ee cipal 149 4 5 3 4 Coordinate Coristants eerte tb
77. al corrections for cm accuracy 1 1 1 1 Leica CMR RTK _______ General corrections for cm accuracy 1 1 0 1 L Leica RTK Leica internal corrections for cm accuracy 1 1 1 1 NavCom Auto Input Can be chosen for a rover the best correction is chosen based on a priority list RTK RTG WCT RTCM WAAS OO OO O 81 OBEEE R A 1 O Onn OO NavCom SBAS General corrections for m accuracy UN AASIEGNODS Septentrio SBAS General corrections for m accuracy WAASIEGNOS MSAS 1 10 0 0 0 0000 0000000000000 00 000 Standard NMEA General format for use of other receiver types e g for GIS applications The transformation parameters can be selected from several preset entries for instance DHDN STN 42 83 WGS84 and various modifiable entries e g User081 N Select FP Transformation DHDIM Bessel dx 582 0000 a mig STN 42 83 Krassowski d 24 0 WI5504 waong u u OL E i leer 165594 dx We T lUserD04 WGSB4 dx 0 00 j A
78. ame Hetzwerkunmg Dateityp def Abbrechen E Figure 4 37 Open File In lower left corner of GART 2000 windows you can see status report Please be patient GART 2000 NT ING Projekt COLORED_DXF_INPUT System 0 E ioj xj Input Oukput Calculate GPS Initial Extras e Blrlelsiele alaje Figure 4 38 COLORED DXF Please note that GART 20000 will not import splines or curves Only lines will be imported GART 2000 Reference Manual Chapter 3 Getting started with GART 2000 CE 55 Export DXF with GART2000 The DXF export depends on the point or line type It is necessary to configure the two files in the folder VPCONFIG DXFBLOCK DEF DXFSYMB DEF In he file DXFBLOCK DEF it is possible to configure the Blocks that will be exported to DXF Example Kommentar r east h north rad Radius wa start angle we end angle Kommentar Syntax SYMBOL name LAYER name POINT rh LINE r1h1 r2 h2 CIRCLE r h rad ARC rhrad wa we ENDSYMB Mainsymbol CIRCLE SYMBOL CIRCLE LAYER CircleLayer CIRCLE 0 0 0 0 5 ENDSYMB Mainsymbol Dreieck GART 2000 Reference Manual Chapter 3 Getting started with GART 2000 CE 56 In he file DXFSYMB DEF it is possible to configure the Symbol concerning the pointtyp ord line type Example POINTCODE PunktPOINTCODE SYMBOL Blockname has to be defined in DXFBlock def LAYER Layer for
79. an T 2000 DEMO 2 12 03 PM Al Figure 3 16 Output of Coordinates Click on a row in the list and press the button lt Edit gt to edit the point To delete specific points press the button lt Delete gt Press the button lt Print gt to output the coordinates into a log file To search for a specific point use the button lt Search gt and enter the point number or click on the point in the graphic screen Press the button lt Marker gt and enter the point number point code marker type easting northing height accuracy level of the position and height and a commentary Those points which were selected by the Space Key or by the function lt Marker gt can be averaged after pressing the button lt Average gt They will be stored as debit plane coordinates If coordinates are marked which have different point numbers just the marked coordinates of the first point will be taken over into the dialog Average coordinates Press the button lt Pan gt to center the graphic screen on a selected point This point can be selected in the graphic screen or in the coordinate output list Supported only in GART 2000 NT Viewer Activate lt Zoom gt to zoom on a selected point supported only in GART 2000 NT Viewer GART 2000 Reference Manual Chapter 3 Getting started with GART 2000 CE 26 3 9 Local Transformation To calculate a local transformation choose the Input gt Coordinates submenu and enter th
80. at GmbH network services and AB Software GmbH claim all rights licenser to the software GART 2000 CE In accordance with these license terms the licenser gives the non exclusive and the non applicable right license to use this software and the documentation to the licensee The licenser has got the right to update or revise the layout and the contents of this software Products that are updated or revised are also subject to the provisions of this contract 82 Rights of Use Misuse The licensee accepts the licenser s rights to the product patents copyrights trademarks business secrets unrestrictedly That also includes the exclusive copyright on all analog and digital documentation It is allowed to make copies of the product and documentation if this is necessary for backup purposes GART 2000 CE Reference Manual Chapter 1 Introduction 8 The right to use comprises the execution of the software with only one microcomputer It is not allowed to e use one license of the software with more than one microcomputer at the same time e change the functionality or the design of the software e pass the software or the documentation on to third for example sale letting hiring out or free passing on Every not licensed use is a violation of the licenser s patent rights and therefore can be prosecuted The licensee agrees to arrange all necessary steps to protect the licenser s rights and especially to prevent the unauthor
81. ave been saved A manual input is possible in the section Points via the button New Input Output Calculate GPS imt Extras PERBERE Area Calculation Enter Points Pointer MeasDist Radius Arc gt 180 E o e en Mi System O Station ALEREFZ 19 05 2000 10 53 GART 2000 DEMO Figure 4 109 Input points for area definition The input can be made by an entry in the field PointNr or by clicking the points directly With the button lt OK gt the selected point is accepted and a further area point can be defined The dialog can be quitted by pressing lt X gt After the area has been selected the associated points and the area information are displayed GART 2000 Benutzerhandbuch Capital 4 Men steuerun 104 Input Output Calculate GPS Initial Extras a Area Calculation Figure 4 110 Result of Area Calculation The area corresponds to the area at ground height If reductions are activated these are implemented beforehand In the list of points the coordinates and vertical curve radius are displayed as well as the point numbers and point codes With the aid of the buttons lt New gt and lt Paste gt in the section Points points can be adopted into the point list and thus included in the area definition The points within the list can be edited by double clicking them In addition to the point number a control survey that has been measured can be entered in the point input dialog under MeasDist T
82. ble accuracy dependent on the satellite IA CE s 2 IH Antenna height true vertical height of phase center above the ground point L Radio Display of the radio link quality _ D Distance to the reference station in m A NN Solution Display of the ambiguity fixing status and the chosen dynamics of the GPS Rover receiver The status of ambiguity fixing may be the following fixed PDGPS solution with fixed ambiguities float PDGPS solution with code and carrier phase corrections Code diff DGPS solution with code corrections autonomous autonomous position of the receiver invalid position calculation impossible The calculation of the ambiguities in the GPS receiver is influenced by the chosen dynamics The dynamics describe the movement of the GPS antenna Pressing the Reset button restarts the determination of the ambiguities Once these have been calculated the text fixed appears By pressing the Save or the lt OK gt button the current coordinates can be saved GART 20000 CE can average several measured values in the process The number of measured values to be averaged can be set under nitial Constants GPS The standard deviation displays results from the averaging of the measured values GART 2000 Reference Manual Chapter 3 Getting started with GART 2000 CE 34 I GPS Measurements Se Save coordinates LS O PmiNo 1010 Code X least
83. button Control Points Five Parameter entro Jas tm Jan tafor tm az tm ALLREFZ 0 099 0 039 0 106 ie Sis al 0 464 0 053 Bes See bm 0 562 0 014 0 562 0 382 Meter ram GART 2000 DEMO 2000 DEMO E 13 37 Figure 3 20 Control Points Only those points are shown here whose measurement values have already been designated as control points To this end the respective measurement value is edited in the window Output gt Measurements and the checkbox lt CP gt is activated oca Polar Measurements or Measurement Registration OK x Er o E t 2 0000 A RR start lasgT 2000 DEMO E 11 25 PM Figure 3 21 Edit Measurements The transformation laid down via the control points has a direct effect on the calculation of the user coordinates and is saved in relation to the station That means that the coordinates for all the measurement values saved under a specific station are calculated using the 7 parameter transformation chosen in nital gt Constants gt GPS the projection and the local GART 2000 Reference Manual Chapter 3 Getting started with GART 2000 CE 28 transformation chosen here After the control points have been entered the transformation calculation for all points of a station is carried out via the lt Calculate gt button All new subsequently measured points are automatically transformed Any deviations from the nominal coordinates are also displayed Wit
84. capacity as well as the maximum and remaining battery time are shown Ashtech Z Surveyor only Contrast Indication of the Contrast Ratio Value The contrast value declares how reliable the fixing of the ambiguities is Ashtech Range from 0 00 up to 999 0 A value higher than 1 0 indicates that the ambiguities are fixed Ashtech only GART 2000 Reference Manual Chapter 3 Getting started with GART 2000 CE 24 3 7 Receive differential corrections via GSM To initialise the cell phone GSM choose the GPS gt Telephone submenu or press the quickdial button shown above Input Output Gleuate GPS intial Extras Jajaja E GSM Telephone OK Send NMEA Signalquality 0581135360100 ascos 051135360200 ascos RT 051135360300 ascos DGI fy We System O Station ALMSAT 09 11 1999 09 4 Status Po E GAR T 2000 DEMO E 14 50 Figure 3 14 Telephone directory Choose an existing number out of the list or enter a new one by pressing the button lt Edit gt in an empty row Up to 20 numbers can be saved Input Output Calculate GPS Initial Extras ES A B ey 5 e PL Os o Bd 35M Telephone Edit Telephone Number WH x Elquality Number Name zar A a fm Hangup om System O Station ALPGAT 04 11 1999 09 4 Status Initial E GAR T 2000 DEMO Figure 3 15 Edit Telephone Number By pressing the button Initial configure the telephone initialisation strings PIN etc The field Signalquality shows
85. cccccccncconncccnccnnncncnnnnnnnos 133 NTRIP Sending correction data ccoocccconccocnoncncconcononononncnnnonanonnanenono 133 DAVES CO9FAIMAIES mas a oda o ea 134 AUTO IV aid 135 Input of debit plane coordinates for Station Shift ooccccccocccocnconnconnno 136 otation hiltcalculallol eur loe ade 137 Security query Tor Staton localice 137 Saving of aligned plane coordinates of reference station 138 Data UNA NAS eds 138 AE een A 139 Oper FO CCU ee A 140 DEISIE PIOlERla ETE T A 141 Do you really want to delete the project oocooocccocccccnncccnncccncconiconononcnnns 141 General Constantina 142 SIS COSS ee ee er ee ael 143 krans ESEUN S RTL 144 Choose Trans It database u an RE 145 Choose Trans It Syste Mienia een 145 Trans IE Seling Seane N 145 Select 7 Parameter TransformatiON oocccoccccocncccnnccnnoconinncncnnnnnnnnnnnnnnnnnnnnnss 146 Edit YP Transtormallon Asse 146 GART 2000 User s Manual Chapter 5 List of Figures 178 Figure 4 175 Figure 4 176 Figure 4 177 Figure 4 178 Figure 4 179 Figure 4 180 Figure 4 181 Figure 4 182 Figure 4 183 Figure 4 184 Figure 4 185 Figure 4 186 Figure 4 187 Figure 4 188 Figure 4 189 Figure 4 190 Figure 4 191 Figure 4 192 Figure 4 193 Figure 4 194 Figure 4 195 Figure 4 196 Figure 4 197 Figure 4 198 Figure 4 199 Figure 4 200 Figure 4 201 Figure 4 202 Figure 4 203
86. ccncccnnonncnnnncnnnnnnnnconnnnnnnnonnns 13 FIgure 3 2 GP S GONStAM Stinson a 14 Figure 3 3 Select 7 Parameter TransformatiON coooccccccconnccccnconnconnncconononoconnnonnnonononaninonoss 15 Figure 3 4 Edit Parameter Transformation ccoocccoccccccncccnccncnconnconnncnnnonnnnnnnnnnnnnnnnnonnnnnnnnss 16 FIgure 2 5 INPUT CoOFdilldl6S a e ela 17 Figure 3 6 Input geographical WGS84 coordinates ooocccoocccocccoccncocnconcnnonnnoncnnnnnconnnnnnnnnnnos 17 Figure 3 7 Initialisation of the Base Receiver here Topcon eeeeeeeeeeeeeese 18 Figure 3 8 Antenna helghl u act tsi ies en eub oO Pob e u tdeo ein Eoo aded raus 18 Figure 3 9 Initialisation of the Rover Receiver here TOpCON oocccocccccccconnccccncocnccononocnnonoss 20 FIgUrE 3 TUN Enter Sta ine kernel 21 FIgure 5 T1 Enter Staton Dalds csi ita 21 Figure 3 12 GPS Measurements siii ii 22 Figure 3 13 Info Tor TOBCON recelVer e de 23 Figure 9 14 Telephone directory iii ee 24 Figure 3 15 Edit Telephone Number Eli 24 Figure 9 16 Output or Coordinates an nn 25 Figure 3 17 Polar GPS TransformallOh ios ctii este an a 26 Figure 3 18 Kind of Transformation with Total Station oocccocccconiconnconcnonnncnononannnonoss 26 Figure 3 19 Kind of Transformation with GPS Station occcoccccocccoccccocncconicncncnnnnnncnonononanoss 27 Figure 3 20 COMO PONS 2 27 Figure 3 21 Edit Measurement a 27 Foure 421 ziglzideelr
87. ceiver You can choose between walking and static Measured Method of height Measurement The possible choices here are Vertical height of a prism rod up to the antenna thread Oblique oblique distance from the ground to the mark on the antenna See Figure 4 110 for further explication The parameters Type to lt Measured gt will be added as event to the Topcon file Phase Center Radius peg PS Antenna O slant Height Measurement Point Vertical Height instrument height Marker Figure 4 140 Antenna height measuring from Topcon GART 2000 Benutzerhandbuch Capital 4 Men steuerun 126 The button lt Start gt starts raw data recording on receiver To end session click lt Stop gt button With the button lt Info gt the content of memory can be checked Input Output Calculate GPS Initial Extras a 12 2001 12 06 52 MN la nal sa ik pil ala ae NE ed en 5 eee Free Memory 8290800 Download Block Figure 4 141 Content of memory This window displays the name of the raw data file and its size in kilobytes the available free memory in the receiver in kilobytes as well as the date and GPS time of the recording With the buttons lt Download All gt or lt Download gt you can transfer the files from the receiver to the field computer By pressing the button lt Delete gt you can erase a raw data file that you have previously highlighted from receiver memory The di
88. confidence interval for the ambiguity fixing O M confidence interval fixing parameter fixing parameter 0 AShtech Topcon no ambiguity fixing float lott amp A 00 oOo NN verylow 1 A A low oo low 9970 nediuum medium default uU IJI 70 Nigh default high 99 99 very high 5 J S A confidence interval of 99 9 means that statistically one out of thousand ambiguity fixings is wrong Use the lt OK gt button to initialise the Rover receiver GART 2000 Reference Manual Chapter 3 Getting started with GART 2000 CE 21 3 5 Enter Station After a successful Base initialisation a new station should be entered in the submenu Input gt Station in GART 2000 CE A list of all stations is displayed Input Output Calculate GPS Initial Extras Bla Enter Stations o OOO 10 04 11 1999 09 28 19 05 2000 11 51 EE e EB a A m GAR T 2000 DEMO Figure 3 10 Enter Station Enter a new name in the field Station Number or double click to choose an existing station We recommend to create a new station every time the Base receiver is setup on a
89. cted from the station list using the gt gt button Input Output Calculate GPS Initial Extras 3 x a e Seitwartsschnitt a Stopkt Neu FREI 2 10 12 2001 23 19 a x Anschlu 3001 N Stdpkt1 FREI 1 19 05 2000 11 51 AnschluP 1 2002 0 5 System O Station FREI 2 10 12 2001 23 19 37 GAR T 2000 DEMO E 11 22 PM Figure 4 84 Sidesection When this input has been confirmed by lt OK gt the result of the calculation is displayed and can be adopted by clicking the button lt Save gt 4 3 1 11 Intersection using bearings Applying the function Calculate gt Intersections gt Intersection using bearings a new point can be measured using bearings GART 2000 Benutzerhandbuch Capital 4 Men steuerung 87 The new point is the point which is measured from both stations After pressing the button gt gt the Choose Station dialog is opened The lt OK gt button confirms the calculation of the intersection using bearings The result is indicated and displayed within the graphic In the Choose Station dialog the stations for the intersection using bearings are selected The indication of the results occurs after the calculation After pressing the lt Save gt button the dialog lt Save Coordinate gt appears for saving the intersection point 4 3 1 12 Intersecsection using bearing and distance Using the function Calculate gt Intersections gt Intersection using bearing and distance a sta
90. cue c zes ea 29 Figure 4 2 Enter Salon Data I9 9 ee 30 Figure 4 3 Enter Station Data Total Station ooocccocccconnccnnncccnconnononnconnnnnnncnanononononoss 30 Figure 4 4 Measurement dialog for Total Station control oocccoccccccncocncconncconcnannnonoss 31 Figure 4 5 Registration of Measuremert 224202220020000000 nenne nenn ann ennnn nenne nenn nenne nennen 31 Figure 4 6 SET VO CON Ol 32 FIgure 4sf Tracking Mode On tree 32 Figure 4 8 GPS Measurements acci see Eo e melee eod toes dU Ee eue p Lope 33 Figure 4 9 Saving GPS Measurements sssssesssssssssssses senes nennen nennen nna nns 34 PIQUE A 10 DNA TE 34 Figure 4 11 Satellite Overview ooocccocccconcoconococnoconocannononocannnnnnnonnnonanonnnnonanonannnnannonnnenns 35 Figure 4 12 Satellite Geometry in Sky Plot oocccccccconnoconncccnccncnocononanocnononanononnonanonnnnos 35 Figure 4 13 Saving EXZEN UN uude conuentu e devoted uu te au Cut obe bua a saa nen 36 Figure 4 14 Measurement Registration ocooccooccooccconcconnconoconocononononanonnnonnnnnnnnanonanenanenanes 36 GART 2000 User s Manual Chapter 5 List of Figures 174 Figure 4 15 Figure 4 16 Figure 4 17 Figure 4 18 Figure 4 19 Figure 4 20 Figure 4 21 Figure 4 22 Figure 4 23 Figure 4 24 Figure 4 25 Figure 4 26 Figure 4 27 Figure 4 28 Figure 4 29 Figure 4 30 Figure 4 31 Figure 4 32
91. d Weather are additional information which is useful for the documentation of a project 4 2 2 Measurements Measurements are always stored related to the station in GART 20000 CE with Output gt Measurements the GPS measurements that were recorded on the chosen station are listed Input Output Cakulate GPS Ina Extras RRE Measurements on Station FREI 1 SES lah Es RD EDI E 100 0000 1 h 266 9280 A cl la ls alas Fla pen GU Ge ee een eee ll Figure 4 46 Output Measurements Total Station GART 2000 Benutzerhandbuch Capital 4 Men steuerun 64 36846104 MASIA Gia 730460609 659453 3646055 659450 53046005 659400 3Bdel8B8 659490 36846056 659490 7 659490 4 start lasgT 2000 DEMO Figure 4 47 Output Measurements GPS In the first row the station measurement is listed Afterwards all GPS measurements are listed in chronological order The total station measurements are displayed with point number point code marker type horizontal and vertical direction and slope distance The target height and where applicable the ex centers of the target point are also given In addition to point number point code marker type and geocentric coordinate in the case of GPS measurement values the standard deviations antenna height number of satellites PDOP and fixing mode are also displayed Any comment that has been entered follows at the end of the line By means of the but
92. d points you should delete the coordinate and the measurement before restarting the transformation For a new station the old transformation cannot be applied Optionally a new transformation can be defined If you are working with a total station you can display and monitor the instrument error saved for a station via the button lt Total Station gt lf the instrument errors have been incorrectly entered these may be corrected Since the instrument errors play a part in the calculation of the station coordinates the calculation must be performed again following any correction by clicking the button lt Calculate gt In that case all the measured and previously calculated coordinates of the points on that station are computed in the light of the new instrument data 4 3 5 Area The Area Calculation function is only available with the purchase of the GART 2000 CE module Complex Calculations 4 3 5 1 Area The function Calculate gt Area gt Area is available for the calculation of areas GART 2000 Benutzerhandbuch Capital 4 Men steuerun 103 Fut Output Cakulste GPS inta Ex lalala Area Calculation Points A ver en fern O Station ALEREFZ 19 05 2000 10 52 M dictat GART 2000 DEMO m 11 40 AM Figure 4 108 Area Calculation In the section Area you can address sectors that are already confined by lines as an area via the button Select Using the command lt Load gt you can call up areas that h
93. defined measured line The X axis is described by the measured line The Y axis runs perpendicular to this line The standard values for the stake out are calculated as soon as the lt OK gt button is pressed The point to be staked out and the remote target can be entered either via the point number or by clicking the point in the graphic The functions in this window correspond to those of the window Input gt Measurement If the button lt OK gt is pressed the deviation of the current position in relation to the remote target is calculated and displayed both numerically and graphically Input Output Calculate GPS Initial Extras a Setting Out Detail Points Offset Sat Info QE dz ppor 15 Solution Radit Figure 4 95 Setting Out point Shown is LE longitudinal deviation from line QE transverse deviation from line dS linear deviation dZ deviation in Height GART 2000 Benutzerhandbuch Capital 4 Men steuerung 95 The deviation of the current position from the point to be staked out is represented in the graphic screen by an error triangle For TOPCON receivers a compass in the upper left hand corner shows the difference between True Heading and azimuth If the arrow points upwards you are moving directly towards the target point When you want to save the coordinates of the point to be staked out press the lt Save gt button The detail point quantities X and Y can be altered at any time With the button
94. e coordinates and point numbers of the control points When measuring the control points in the Input gt Measurements submenu make sure to use the same point numbers as entered before Once you have measured your identical points it is possible to calculate a transformation Choose the Calculate gt Polar GPS Transformation submenu Input Output Calculate GPS Initial Extras a Polar Measurements on Station allref allret 30460905 b1 38456097 T ud ali 3846089 AS el 3846079 E y 3846099 m Station allref 0 ion an F Start lasgT 2000 DEMO Figure 3 17 Polar GPS Transformation First choose the kind of transformations with the Transf Change button To perform a standard local adjustment use a 3 Parameter Transformation without residual estimation Local System C North Orie C Single Point Adjustment with Residual Estimation Total St C No plane transformation start llar T 2000 DEMO E 09 52 Figure 3 18 Kind of Transformation with Total Station GART 2000 Reference Manual Chapter 3 Getting started with GART 2000 CE 27 C 4J Parameter Transformation C S Parameter Transformatian C 5 Parameter Transformation Local 7P Bursa wwolf with Residual Estimation C No plane transformation l start lasgT 2000 DEMO Figure 3 19 Kind of Transformation with GPS Station Subsequently the control points can be selected using the lt Ctrl Pnt gt
95. e value of segment below is indicated as the target height during the measurement to a prism rod This value can be changed if necessary e g if the target height is measured using a measuring instrument or using an extension Entering a value for the addition constant means entering the addition to the target height if the target height is measured using a measuring instrument whose zero point origin is not identical with the lower prism 4 5 4 System The coordinate system is selected via the menu item Initial gt System A pull down menu appears from which an existing system can be selected or a new system can be established by entering a new number Input Output Calculate GPS Initial Extras a E az E AAA Start GART 2000 DEMO lit 11 35 am Figure 4 186 Select System By clicking the button lt Global gt a globally defined system can be selected The definition of the system is then adopted in the project A system can be globally defined by adopting the information in Edit System dialog by means of the lt Save gt button GART 2000 Benutzerhandbuch Capital 4 Men steuerun 154 After selecting or entering the system the specifications of the system appear If a system is new and globally defined the global settings are preset A defined global system in the file vpdefaul cnf cannot be altered in the Edit System dialog Input Output Calculate SAS System Feduktionen Massstal 1 00000000 GK
96. e box In the field Site you can choose a point designation When inserting a number this is automatically increased by one for the next point In the field Counter the time period is entered for which you intend to observe a point Use the lt Start gt button to start the Stop8Go session and to store the rawdata in the receiver s memory Press the Stop button when arriving at your first Site The point name is written as an event into the raw data file and the field Counter counts down When the time has expired an acoustic signal is sounded by way of confirmation You can then seek out the next point and set the next event with the button Stop If you want to end the data recording earlier than specified in the Counter field press the button Go To end the Stop amp Go session and the raw data recording uncheck the Active box Input Output Calculate GPS Initial Extras 2 ES A d 5 5 e Od N Static Recording Station Mame JSTAT Session Elev 10 e Interval 3 Comer s Aktiv w Type IrsLesant c static E YP JPSLEGANT Dynamic Automatic File Rotation Mode Height 2 060 m Measured slope fA Period 2600 S Phase b s Aktiv GAR T 2000 DEMO Figure 4 144 Recording in Stop amp Go mode In the section Automatic File Rotation Mode you can subdivide the static recording into synchronised raw data files To this end check the Active box In the field Period the time range of the raw data files is
97. e graphic screen or in the coordinate output list supported only in GART 20000 NT Viewer Activate Zoom to zoom on a selected point supported only in GART 2000 NT Viewer uhr z E m mm bez Coordinates L5 U Edit coordinates LS 0 OK de 5805113 ao as Bs49727 516 m singt P 127 516 5805135 8 wm pese mee EB en Height 67 70 man 5806502 comment Figure 4 53 Edit Coordinates The fields have the following significance L PntNo 5 Point number with up to 32 alphanumeric characters amp 1 Code Point code String Markertype East Easting in the user coordinate system m 1 111 North Northing in the user coordinate system m DI 1 1 1 Height A Heightinthe user coordinate system m 1 1 1 1 ACP Accuracy of the position 0 No position D Digitalized point M Measured point R Calculated point S Control point AcH Accuracy of the height 0 No height 1 Level 1 lowest level e g total station 2 Level 2 intermediate level 3 Level 3 highest level e g height control point GART 2000 Benutzerhandbuch Capital 4 Men steuerung 69 e Station information Date The coordinates can be entered either in plane or using the button lt Geo gt geographical mode A conversion between user coordinates and geographical mode is done automatically when switching between the modes The Butt
98. e offset fields The button lt Save gt stores the new entry If you have selected the correction data format Standard NMEA the function GPS gt Start Base is deactivated GART 2000 Reference Manual Chapter 3 Getting started with GART 2000 CE 20 3 4 Initialisation of the Rover Receiver The initialisation of the Rover receiver is done with the GPS gt Start Rover submenu or with the button shown above AE IEA eA 8 lalz lllae Start Rover settings RTK Made EIS Min d T c external gt gt Max PDOP Sat System gt gt Multipath Red 7 7 Update Rate Lu H tern SM sta ern GART 2000 DEMO Figure 3 9 Initialisation of the Rover Receiver here Topcon Enter the input port for the differential corrections using radio or cell phone GSM modem minimum elevation and maximum PDOP In addition for Topcon receivers enter the RTK mode extrapolation or delay antenna type internal external or automatic the sat system GPS or GPS amp GLONASS the Update Rate 1 Hz and 2 Hz and optionally activate the multipath reduction The RTK mode can be set to extrapolation or delay Extrapolation decreases the latency of the position and can extrapolate through short radio outages Delay is more accurate and is the normal mode for RTK surveying of fixed points For Topcon and Ashtech receivers a fixing parameter can be entered The fixing parameter defines the
99. e possible By pressing the OK button the calculation of the perpendicular foot point is started Input Output Calculate GPS Initial Extras 2 ES 4 4 5 5 ss allret Perpendicular Foot Result Perpendicular Foot Intersection 3 103 East 2349737 063 m e 2 895 North 905110 164 m h Distance 2 804 E 10 23 PM Figure 4 78 Results Perpendicular Foot The results of the calculation shows the plane coordinates of the perpendicular foot point the distance between the perpendicular foot point and the start p and the end point q as well as the distance to the reference point h If you want to store the coordinates click the lt Save gt button The coordinate input dialog is opened automatically 4 3 1 6 Fitting Straight Line With the function Calculate gt Intersections gt Fitting Straight Line the fitting straight line through a number of points can be calculated and the plane coordinates of the adjusted points can be saved Input Output Calculate GPS Initial Extras a allret Fitting Straight Line PktNr X m 10 m System O Station FREI 1 19 05 2000 11 51 24 GAR T 2000 DEMO E 10 24 PM Figure 4 79 Fitting Straight Line After the start of the function the point list is empty With the lt Insert gt button points can be added to the fitting straight line GART 2000 Benutzerhandbuch Capital 4 Men steuerun 84 FktNr Pnthlo 10 m System O Station FREI 1 19 05 2000 11
100. ecial functions can be set via Option The Search button starts an automatic search for the reflector By pressing the lt Track gt key the Tracking Mode can be switched on or off This allows the prisma to be followed automatically and thus enables for instance the simple setting out of a point previously entered in Enter Coordinates Input Output Calculate GPS Initial Extras a Measurement Rec Steuerung GTS80 E Figure 4 7 Tracking Mode on With the aid of the lt Radio gt button you can switch between RC 2 Search Mode and standard cellular devices in the case of Topcon tachymeters Pressing lt Esc gt or lt X gt returns you to the previous window GART 2000 Reference Manual Chapter 3 Getting started with GART 2000 CE 33 4 1 2 2 GPS Input Output pci GPS Initial Extras e ES A BIS S esee ell E E 3248750 518 lo 010 N Sola104 779 0 010 H 111 534 0 016 Solution Radia 100 fixed walking D p 763 3 Figure 4 8 GPS Measurements The following GPS Measurements data are displayed E E _East coordinate in the user system with the standard deviation m N North coordinate in the user system with the standard deviation m amp eO L H Height of the coordinate in the user system with the standard deviation m sat Number of satellites used for the position calculation GPS GLONASS PDOP PDOP factor to determine the reacha
101. ection e g UTM Zone 32 The settings for the projection are saved for every project the settings for the 7 Parameter Transformation are saved global for all projects A user defined projection can be specified via the lt Edit gt button To do so the last available entry in the projection list should be highlighted Input Output Calculate GPS mia Extras olaa Projection definition a oommessss Lati 15 DD MMSssss Lat2 m4 Angle 1 Meter Figure 4 176 Projection Definition GART 2000 Benutzerhandbuch Capital 4 Men steuerun 148 The new projection is saved by pressing OK 4 5 3 2 4 1 Baudrates Radio GART 20000 CE initializes the radio port of the GPS receiver with the baudrate set in here to communicate with the radio or cell phone GSM modem System U Station ALLSAT Sao GAR T 2000 DEMO Figure 4 177 Baudrate Radio The lt Port gt button is displayed for Topcon receivers OK Rover Auto Switching Radio rts cts 7 rts cts iu b E power power Baudrate seco A Baudrate frszoo PA Gol Gol port EE mm EA mr Baudrate Beo Ff Baudr ate x Figure 4 178 GPS Radio port This dialogue enables you to select how the rover receives correction data The choice of the baudrate determines the data transfer speed with the radio or GSM modem The GPS receiver is set to this baudrate during the initialization of the mobile receiver When the power chec
102. ed on base and rover In addition to the predefined antenna types in the list you may enter your own antenna types To do so enter anew name for your antenna and edit the values in the offset fields The button lt Save gt stores the new entry By activating the checkbox lt Correct L1 L2 PCV gt the offsets between L1 and L2 of the antenna phase center North East Height are sent to the reference station for the respective antenna type The lt X gt button closes the measurement menu 4 1 3 Tachymetric Set The tachymetric set or total station measurement sequence is initiated by means of the menu function Input gt Tachymetric Set The following dialog window appears Input Output Calculate GPS inta Extra sa Enter Stations al q p 02 01 2001 09 44 24 TC1000 Astat GART 2000 DEMO e i 09 53 Figure 4 19 Dialog for station selection Prior to each tachymetric set a station must be selected or newly defined in this dialog If the number of a new station is entered GART 2000 CE switches to the dialog Enter Stations If these data are confirmed with OK the Measurement Registration window adjusted for the relevant tachymetric set opens up for the selected station GART 2000 Reference Manual Chapter 3 Getting started with GART 2000 CE 42 Input Output Calculate GPS Initial SEE Fal LA In e 5 H Frs 163 all E ES A Measurement Registration Figure 4 20 Measurement Registration
103. egistration The lt Measure gt button is pressed to initiate the measurement Ptr Cod WA D0O t L A BE System O Station Stationzz1 14 07 2009 14437 N start GERT 2000 DEMO Figure 4 15 Measurement Registration In the case of the MDL the instrument height must be entered in the field lt t gt with a negative algebraic sign The measurement result is saved by means of lt Save gt GART 2000 Reference Manual Chapter 3 Getting started with GART 2000 CE 37 By pressing the lt Info gt button a button strip is shown if pressing these buttons further information from the GPS receiver are queried In Stat Ces ese Figure 4 16 Info buttons for more information here Topcon The following functions are supported lt Dref gt This function reads the coordinates of the Correct Base coordinate Base receiver from the RTCM messages and saves it These coordinates are used E 76 355 m i N 5805098 639 m to calculate the distance from the Rover H 112 192 m to the Base receiver D If vector data recording has been set the distance display is updated automatically lt Radio gt The status of the received correction data Radio Link is displayed j Radio Link 100 _Ashtech receivers RTCM Age 1s RTCM OK 110 Messages RTCM Age RTCM carrupt O Messages Age of the differential corrections in seconds
104. ements are calculated immediately and output under Set During calculation of the stake out elements reductions instrument errors and any residual estimation are taken into account This calculation takes place iteratively If the set standard values cannot be calculated exactly an error message occurs specifying the attained accuracy in East North and Height When points without heights are set out the height difference is assumed to be O and thus the preset elevation to be 100 gon GART 2000 Benutzerhandbuch Capital 4 Men steuerun 93 Input Output Calculate GPS Initial Extras El H dy 3 ro EY Q amp N X Setting Out points without height Soll H f300 7170 v f100 0000 s 39 571 FE 300 5684 v 100 2145 8 39 569 TI ame Compact Flash GART 2000 demo liv 6 56 PM Figure 4 93 Setting out point with total station lt Set gt sets the direction to the corresponding point in case of automatic total stations The measurement can be triggered by various buttons All triggers an overall measurement lt BuildRef gt and lt Exz gt trigger a measurement to a reflector When using the lt BuildRef gt button the amount of horizontal eccentricity is queried and the amount of spatial eccentricity is queried when lt Exz gt is used When using the lt Excenters Exzentren gt button the longitudinal ex center the transverse ex center and the distance eccentricity are ente
105. es ES Uri chat Meere Bee del 74 GART 2000 V 210 t 74 From GART 2000 to Google Earth occoocccccnccccncoccncccnccoccconnconnnnncncnanonos 76 Open Pla 76 F OIDENITIDOES estat ton Las 76 E A ee eier 77 Demo Project in Google Earth u022200200002000nnnnnnnn nenne nenn nano nenne nenn nenne nnnenn 77 Intersection Of Straight Lines ooccccncccocncocnccocnconncconncncnnonnnonnnonononnnnnonnnnononos 78 Result Intersection of Straight Lines occcocccccnccccncccncconnccanncncnnonnocanonnanonos 79 Intersection Straight Line Circle cooocccccncconccocnoconoconnoccnccannnnanocncnnnanonanonos 79 Result Intersection Straight line Circle ooccconccccnncocnccnnncccnocncnconnnnnncnos 80 o tae fod at hel ncternt a eae cata aew ae daunetae 80 Results or Intelsecllort AT CS site lll 81 Stralghtllie Ort dle titi esci ufa adstat oui ista titi 81 Result of straight line on arc occcoccccccccocnoccnccocncconoconnnnnnonnnnonnnonanonnnnonacinnnnonos 82 FPerpengdiculdt IF ODD nas 82 Results Perpendicular FOOL ni RN rr eia e rU e ENS eu eua Lite dos 83 FINO SCAG VG Lines eiserne 83 Enter Points for the Fitting Straight Line oocccoccccccccocncccnncccnnconicacinnancnos 84 Results Fitting Straight Line u2220022200200020n0 0000 ennne nenne nenn anne nnnn nennen 84 Input for calculating Resection 0222002200220002nn nenne nenn nn
106. es can be entered manually into GART 2000 CE or can be imported from a file For the manual input of coordinates use the Input gt Coordinates submenu Enter coordinates LS O Pate Code East 0813 506 m 2 Worth Se04680 982 m AcP Height 72 970 m ACH a 5 20m Sist m D Station alref 03 12 1999 10 34 ent nr E start lGsRT 2000 DEMO Figure 3 5 Input coordinates The coordinates can be entered either in plane or using the button Geo geographical WGS84 mode A conversion between user coordinates and geographical mode is done automatically when switching between the modes The current user coordinate system is used for the conversion this system is set under Initial gt Constants gt GPS Inputs can also be done by using a keypad Under Extras gt Keypad the keypad can optionally be activated or deactivated If it was activated the keypad appears directly after clicking into an input field input Output Calculate GPS mtd Extras 5 ES A 4 15 Ie EEG M Enter coordinates L5 O e ro oly ai 7 Height 72 070 m 20 m E D Station allref 03 12 1999 10 32 start GART 2000 DEMO Figure 3 6 Input geographical WGS84 coordinates GART 2000 Reference Manual Chapter 3 Getting started with GART 2000 CE 18 3 3 Initialisation of the Base Receiver The initialisation of the Base station is done with the GPS gt Start Base submenu or the button shown above 5tart Base Coordi
107. exchange with other programs GART 2000 Benutzerhandbuch Capital 4 Men steuerung 105 lt Divide gt The Area Division dialog is called up see below Area division The Area Division function is called up via the button lt Divide gt Input Output Calculate GPS imt Extras s EE AT ST S I FP Area Calculation Control Area OK Straight Line al End Point Area remain 19 309 m m 11 47 AM Figure 4 111 Area Calculation For this division the reference line must first be entered The reference line lays down the line to which the area is to be divided in parallel If the reference line lies within the area the division takes place to the left of the starting point in the direction of the end point With the aid of the field Distance the reference line can be displaced Under Option this line can be led through a fiducial point or a footpoint In the field Separation a separation dependent on a control area and several identical areas can be selected under Option The separation is then performed in accordance with the size of the control area or the number of identical areas Input Output Calculate GPS Initial Extras a Resultat fra arealdeling M M 1 3549713 608 5605114 504 W M 2 35487D5 5654 S805114 947 m 11 48 AM Figure 4 112 Result of Area division After OK has been pressed the new points created by the area division are displayed in a list and in the graphic The points ca
108. ffers real time calculation functions that transform the registered measurements into coordinates moreover diverse calculation functions like intersections transformations and setting outs can be calculated with GART 2000 CE To display the calculation functions choose Calculate in the main menu The provided calculation functions vary according to the program version Only the calculation functions of your individual GART 2000 CE version are shown 4 3 1 Intersections The menu Calculate gt Intersections contains five submenus Intersection of Straight Lines Intersection Circle and Straight Line Intersection of Arcs Tangent on Circle Perpendicular Foot Fitting Straight Line Shift Point Resection Foresection Sidesection Cutting_with_direction_angle Cutting with direction and distance 4 3 1 1 Intersection of Straight Lines With the function Calculate Intersections Straight Lines the intersection point of two straight lines can be calculated and stored as plane coordinates Input Out E allref cS Straight Line 1 a se Start Point stt Start Point da 7 End Point jst2s End Paint pm Figure 4 69 Intersection of Straight Lines Define the start and end points of the two straight lines by entering the point numbers Alter natively click on the points in the graphic screen of GART 20000 CE The straight lines are displayed in the graphical screen GART 2000 Benutzerhandbuch Capital 4 Men
109. ftware or the manual please use the following address to ask for advice Allsat GmbH network services Am Hohen Ufer 3A 30159 HANNOVER Germany ALLSAT Telephone Service 49 0 511 30 399 O ALLSAT Email Service software Dallsat de GART 20000 CE was developed with the latest software techniques to guarantee the optimum hardware control functionality The use of GART 2000 CE is easy so that a safe and intuitive work with the program and an efficient control of GPS receivers and total stations is possible The software is used in the field of surveying navigation and GIS applications The GART 2000 program system runs under Microsoft Windows 9x CE NT 2000 XP and Microsoft DOS The screenshots used in this manual relate to a handheld PC with a screen resolution of 320x480 pixels The layout of GART 2000 CE is adapted according to the kind of hardware deployed This reference manual was created with great care even though mistakes can t be completely excluded Allsat GmbH network services is not liable for the consequences of wrong statements in this reference manual License terms By the lawful purchase of the GART 2000 CE software and the manuals belonging to it the licensee is entitled to the use of these objects in compliance with the following specified license terms The licensee agrees to accept the license terms and to keep to them as soon as the software GART 20000 CE is executed 1 Object of the License The Alls
110. g the button gt gt a list of line codes is opened The selection list can be modified or extended in the file vp_lart txt To draw a line between two points choose the radio button lt New gt press the lt Start Line gt button and click on the start and end point of the line To stop the drawing of a line press the button lt Stop Line gt To remove a line activate the radio button lt Delete gt and double click the respective line If the lt Auto gt checkbox has been activated the points saved via GPS or tachymeter are automatically connected by lines With the lt Change gt radio button the code of the line can be changed If the selection only identical has been made the mouse arrow jumps to the next point that has the same point code The lt Edit gt button enables the line type of an existing line to be changed GART 2000 Reference Manual Chapter 3 Getting started with GART 2000 CE 47 4 1 9 Notes With the button shown above or the menu Input gt Notes the following window is opened Input Output Calculate GPS Initial Extras a A Figure 4 28 Using Notes With the checkbox lt New gt it is possible to write notes directly with the pen into the screen Such notes are very helpful during the revision of the project You can remove the notes by marking them with the mouse arrow and choosing lt Delete gt The notes are saved in accordance with the scale 4 1 10 Import With the menu Input gt I
111. gistration dialog appears automatically The dialog can be quitted with lt X gt Deviations are shown in the following data dX deviation from line in X dY deviation from line in Y dS linear deviation LE longitudinal deviation from line QE transverse deviation from line dZ deviation in Height On pressing the button lt Save MV gt the Measurement Registration dialog appears automatically With lt X gt the dialog can be quitted 4 3 3 4 Alignment GART 2000 Benutzerhandbuch Capital 4 Men steuerung 97 With the setting out of alignments lines can be translated into the locality To this end a straight line definition is called for When the straight line has been defined new measurement values are displayed as local coordinates in relation to the straight line 4 3 3 4 1 Setting Out Lines with GPS After the starting and end points of the alignment have been entered the setting out parameters are calculated Input Output Calculate GPS Initial Extras a AN A Setting Out Lines Radio 100 ays rh O Station ALLSAT 04 11 1998 09 25 GAR T 2000 DEMO SU m Figure 4 98 Setting Out Lines The values in the fields LE and QE designate the longitudinal and transverse deviation from the alignment in relation to the starting point The deviation of the current position from the point to be staked out is represented in the graphic screen by an error triangle For TOPCON receivers a co
112. gle inc for the representation of a virtual globe It can overlay satellite and aerial pictures of different resolution with geographical data and model them on a digital terrain model of the earth for 3D display GART 2000 Benutzerhandbuch Capital 4 Men steuerung 76 GART 2000 NT vermipro ALLSAT Cani ne br ork services Lo ANNA Figure 4 64 From GART 2000 to Google Earth With Google Earth you have the possibility to check your measured points You can see the 3D coordinates point names lines and other attributes Under the menu item Output gt Google Earth select a name for the Google Earth kml file Now you can choose which points you want to export and Google Earth is opening automatically Trans IE NDS DB Trans IE NRW DB sourcetable Trans It_RhlPfalz _DE TEMP Uninst isu Thueringen DB JBluERMPRO Trans It SAAR DB vpmfc dli Trans It SH DB VPSYSTM DB trans it dll wPT7P DB Trans It BAYERN DB sl YPTACHY_ DB Trans It EW DB VPTSTAB DE Trans It Hessen DB Arbeitsplatz r mi Hetzwerkumg Figure 4 66 Point Numbers GART 2000 Benutzerhandbuch Capital 4 Men steuerung 77 Google A Pu lt y i P i d 1 RD gl XX 3 t o 134 ES Figure 4 68 Demo Project in Google Earth GART 2000 Benutzerhandbuch Capital 4 Men steuerung 78 4 3 Calculate GART 2000 CE o
113. h the exception of the control points the transformation accesses the measurement values and not the coordinates in the user coordinate system For this reason it is important to delete both the coordinates and the measurement values for any incorrectly saved points prior to the transformation For a new station the old transformation cannot be applied Optionally a new transformation can be defined GART 2000 Reference Manual Chapter 3 Getting started with GART 2000 CE 29 4 Menu Control This chapter follows the menu structure of GART 2000 CE 4 1 Input 4 2 Output 4 3 Calculate 4 4 GPS 4 5 nitial 4 6 Extras 4 1 Input 4 1 1 Stations Before performing any kind of measurement in GART 2000 CE a station has to be defined A basic principle of GART 20000 CE is the attachment of measurements to a station For GPS the location of the Base receiver is a station The station concept enables the user to apply different transformations in one project and therefore is the key to the integration of total stations and GPS in GART 20000 CE Use the menu nput Stations to setup a station After the first initialisation of the station in a new project GART 20000 CE uses this station automatically The function displays a list of all available stations in the project Input Output Calculate GPS Initial Extras Ea Es o Enter Stations ee e ae 19 05 ale ae TESI A Le t e s M f Penes Figure 4 1 Enter Stations Ente
114. he control measurement applies to the next point If the current point is the last point the control measurement applies up to the first point The Radius denotes the internal radius of the line A negative radius means that the center of the circle lies to the left of the line Arc gt 200 gon means that an arc with aperture gt 200 gon is used The function of the buttons in the section Points with which the list of points can be edited is as follows lt New gt A new point is added to the end of the list The point can be selected by clicking on it or by entering the point number lt Paste gt A new point is inserted in front of the marked point Input is executed as with lt New gt lt Delete gt The marked point is deleted The buttons in the section Area have the following functions lt Select gt An area that is already enclosed by lines can be selected by clicking lt New gt Discards the previous area A new input is required lt Header gt By pressing this button a dialog is called up where the header data for the area are entered These data are used for the protocol process The dialog is quitted with lt OK gt lt Print gt The area calculation is protocolled lt Save gt The area calculation can be saved to a file This file has the extension FLA lt Load gt An area calculation is loaded lt Copy gt The name of the area and the area points are copied into the Clipboard This serves purposes of data
115. i Vertical index error Sz Standard deviation of the zenith angle Szm Standard deviation of the mean of the zenith angle Sp Standard deviation of the vertical index error of a set Spm Standard deviation of the mean of the vertical index errors of all sets Ss Standard deviation of a distance measurement This button is only active when the measurement values are displayed All measurements for the current set are deleted in each case This function allows the modification of individual measurement values and all their associated data 4 2 4 Coordinates With the menu Output Coordinates all coordinates of the actual system are listed qu mp i rp op Coordinates LS D xc one ce Im lem al lo le Tan lo cn 100 4 000 3548721 564 5805114 218 Delete 101 4 000 3ada 15 281 S805115 719 47 179 gp M 0 0 1 102 4 000 2549714 542 3805114 599 M p 0 97 161 1 gp Print EES 4 OOO 294905 939 s3805108 95 M p 0 47 171 1 gp Search exch 104 4 000 3549692 707 s805099 945 M p 0 97 265 1 gp 105 4 OOO 33495683 235 2805099 179 M o 0 gy 1 Marker Marker LEL a u VA 1 mos A riw 546171141 IA 0 EME 0 Fa nm 1 average AAA ISIN C SU 4 M e start a Compact Flash aan T 2008 DEMO ion 12 03PM E Al Figure 4 52 Output Coordinates The figure contains all coordinates of a project in the
116. igene Dateien 3 Ix Arbeitsplatz TAO dl qs Dateiname Hetzwerkumg Dateityp All Files Abbrechen ES Figure 4 59 Open File The default directory is the folder of the current project It is also possible to save the new file in another folder The file name must have the ending gsi In this example the file is called leica coordinates gsi Suchen in Cy DEMO de t E amp r aa SYSTM IDY a 1 dxf MWERT DB TACHY DB AKTYALUE DB MWERT IDX vermpro stp S HERKT__ DB NB DB vpmap def m HERKT ID MBZ IX E WILD TXT KOMTR DB PROJEKT a KOMTR_ IDX PLINET_ DB a KOORD_ DB PUNKT IDX KOORD IDX STPET__ DB LINIE DB STPKT LINIE__ ID SYSTM_ Typ DE Datei Eigene Dateien Dateiname leica coordinates gel Hetzwerkumg Dateityp All Files Abbrechen E Figure 4 60 Open File Confirm the input by pressing the Open button Using the following dialog the measurement range can be selected GART 2000 Benutzerhandbuch Capital 4 Men steuerun 74 Click the buttin lt ffnen gt for the input the points With the following dialog the measurement xi from 100 Markieren range can be selected Figure 4 61 Point Numbers If you do not like to export all points it is possible to press lt Mark gt in the previous dialog After that a new dialog opens containing a
117. inti 162 A sieacoctaste E 162 Qverview control POUM Siria 163 safety check omnew BlMaD an a os tle han tte 163 Isenumber Single Poly reia 164 Confirmation to Renumber Single PoliNt oococcccccccccccncocnconcncncnccaninncnnnnoss 164 Dialog RENUMBDEr BIOCK scada a Le ue sa ie e atuE 165 Open FONTI G strain 166 Example of the form file FORM FMT ocooccocccocccocccocccocccocconcconcconcconncononos 166 Example of the form file form coordinate list oooccoccccocnccnniconnnos 167 Version of GART 2000 GE u u a 168 o T m 169 Opening a file with the editor ooccocccccocncccncconncconococncnnnonanonnnnocanonanoss 170 GARD 2000 LiGense eier 171 GART 2000 User s Manual
118. ion this works from any station by measuring the distance beginning point and distance ending point Then the diameters are calculated from directions and distances In this window you can select a Total Station To start the tachymetric measurement of struts click on Input gt Struts The following dialog appears GART 2000 Reference Manual Chapter 3 Getting started with GART 2000 CE 46 xl Area 0 000 m Outline 0 000 m 501 500 0 000 m St SUL 0 000 m Sum 5 0 000 m I 1 Measurement H who ofo Meas gt Save Esc Figure 4 26 Control Survey The first measurement takes place to the distance beginning point Click on the button lt Meas gt and register with the button lt Save gt For the second measurement target the distance ending point which is also the beginning point of the second strut lf you are measuring again the start point then the area and surrounding diameter is automatically calculated This button gt gt activates the extended control functionality for automatic total stations With lt Esc gt you can leave the menu 4 1 8 Lines With the button shown above or the menu nput gt Lines the following window is opened Input Output Calculate GPS Initial Extras ez sam 0709 AE Ap m 1 Stations t nAn los Start E Compact Flash can T 2000 DEMO m 12 53 PM Al Figure 4 27 Creating Lines By clickin
119. ion point 2 click lt S2 gt Alternatively press lt Average gt to store the averaged coordinates of both intersection points The coordinate input dialog is opened automatically 4 3 1 3 Arcs With the function Calculate gt Intersections gt Arcs the intersection points of two arcs can be calculated and stored as plane coordinates Circle 1 Centre Radius i 10 44 Figure 4 73 Intersection Arcs Enter the center point number and the radius of each circle Alternatively click on the points in the graphic screen of GART 2000 CE The circles are displayed in the graphic screen GART 2000 Benutzerhandbuch Capital 4 Men steuerung 81 For the circles an input in the Distance field results in a shift of the intersection points on the arc positive distance shifts the intersections outwards a negative sign results in a shift inwards With the lt Option gt button other definitions for the circles are possible By pressing the lt OK gt button the calculation of the arc section is started Input Output Calculate GPS Initial Extras 2 ES A 5 4 Hjaltal aller Arc Section Result Intersection Cross Point 1 East East Save il m System O Station FREI 1 19 05 20 GAR T 2000 DEMO E 10 11 PM Figure 4 74 Results of Intersection Arcs The result of the calculation shows the plane coordinates of both arc section points To store the coordinates of the arc section point 1 click
120. ion set When the checkbox is selected the following window opens up Input Output Calculate GPS Initial Extras SJ eE GPS Constants Trans It Settings GPS Application Seater Topcon Jay Datenbank rr gt 2 NN Coordinate System P Trans 2 Ay FRED dae Projection DE GK 3 Str V Restklaffenverteilung 10 vow O statidih hes m y allrefz tm 7 Geoid Model AR start GaRT 2000 DEMO Figure 4 169 Trans It Settings Under Database a file with the suffix _DB must be selected GART 2000 Benutzerhandbuch Capital 4 Men steuerun 145 AO AS Sl File Sm aa YPSYSTM_ WPTACHY_ y Sec Meee I i 12 27 Figure 4 170 Choose Trans It database An appropriate system must now be selected and confirmed with OK Input Output Calculate GPS Initial Extras 2 ES A 5 ss GPS Lonstant Trans It System GPS Applicatid Receiver m FREI 1 gt T x s Ao D MIN EN m Figure 4 171 Choose Trans lt System The system is confirmed with OK and you are returned to the Trans It Settings dialogue The residual error distribution weighting 1 s is activated with the checkbox Residual Estimation Input Output Calculate GPS Initial Extras 2 ES A 5 5 e Qs GP5 Constants Trans It Settings GPS Application Receiver Topcon Jav Sta Compact Flashi Trans It_NOS DB 5 4 Diff Corrections erem 22 q Compact Plashifrans 1t Nos pe Coordinate Svstem oft FRET 1a acti
121. its documentation which he is in possession of or to send them at his expense back to the licenser Moreover the licensee has got the duty to preserve the licenser s patent rights even if he does not use the software any longer GART 2000 CE Reference Manual Chapter 1 Introduction 9 86 Rights of other Companies Trademarks and company names of foreign companies are used without of the guarantee of free use The licenser does not guarantee that described programs circuitry assembly processes etc are free from patent rights of third parties 87 Final provisions All modifications or completions of these license terms are only effective if they are in written form Even if some provisions of these license terms are ineffective the others still are effective Ineffective provisions have to be replaced by others that correspond to the general purpose of the license terms The law of the Federal Republic of Germany is applied to this license agreement Any disputes arising hereunder will be settled before a court of law in Hannover Germany Allsat GmbH network services Hannover May 10 2005 GART 2000 CE Reference Manual Chapter 2 Installation 10 2 Installation 2 1 System Requirements 2 1 1 Hardware The GART 20000 CE software package runs on a Handheld PC Pocket PC with at least 32 MB main memory and minimum of 16 MB free permanent storage capacity For the control of GPS receivers or total stations a se
122. ized use multiplication passing on and publication of the software 83 Support If training is part of the sales contract the licensee has got the right to the following support service offered by the licenser this support service is limited to three months after the delivery Free updates of the software GART 20000 CE and all documentation Hotline advice in case of problems with the use of the software Moreover the licenser offers software support contracts 84 Liability and Guarantee The software is tested and assuming appropriate use checked The licenser does not give a guarantee of the respective use of the licensee The licensee has to inform the licenser of bugs in the software immediately Patches or the replacement of the faulty software is guaranteed The licensee will only have the right for restitution or reduction of the software price if the patches or the replacement fails within an adequate period of time at least 4 weeks The licenser does not give a guarantee of further indirect damages All claims to guarantee expire 12 months after the delivery The licenser is appreciative for all suggestion for improvement 85 Validity The right of use comes into effect when the licensee pays the license fee to the licenser The license is given for an indefinite duration If the right of use is not exercised any longer by the licensee or if it is revoked the licensee has got the duty to destroy all software and
123. kbox is activated the radio modem is supplied with electricity from the receiver The internal checkbox must be selected when the GSM modem is integrated in the GPS receiver e g in the Hiper from Topcon When radio and GSM communication is used the function Auto Switching can be activated at the rover As soon as a GSM connection has been successfully established the use of the radio port is switched to the GSM port and when the connection has been terminated the radio port is re activated GART 2000 Benutzerhandbuch Capital 4 Men steuerung 149 The lt OK gt button saves your entries and returns you to the previous window 4 5 3 2 4 2 Baudrates Receiver GART 20000 CE initializes the controller port of the GPS receiver with the baudrate set in here to communicate with the Handheld PC During initialisation of the mobile receiver the receiver is set to this baudrate Input Output Calculate GPS int Extras JR GPS Lonstants OK x GPS Application Baudrate GPS Receiver Topcon Javad DiM Corrections RTCM 2 3 A Coordinate System Tran E F Trans MY Param Projection DE GE 3 Str 2600 E 15 59 Figure 4 179 Baudrate GPS Receiver 4 5 3 2 5 Average In this field the number of measurements to be averaged when saving a coordinate can be entered If the checkbox lt fixed only gt is activated only measurements with fixed ambiguities will be averaged 4 5 3 2 6 Auto Zoom The Auto Zoom functio
124. lculate GPS Initial Extras a GSM Telephone Edit Telephone Number Number 051135360100 A Name ascos RTK GPS GLO System 0 station 418241 04 11 1999 09 4 ctatus 2 EN GAR T 2000 DEMO Figure 4 146 Edit Telephone Number To choose a not saved number click in a free cell in list and add the new telephone number in frame lt Edit gt Up to 20 numbers can be saved Once the number of the Base controller is selected press lt Dial gt to dial If a connection with the Base controller is build up the Status field shows Connected Exit the telephone submenu with OK and check in the Radio field in the GPS Measurements window if corrections are received GART 2000 Benutzerhandbuch Capital 4 Men steuerun 129 To stop the telephone connection press the quickhangup button or the button Hangup in the Menu GSM Telephone The quickdial button dials the last selected telephone number and closes the window cell phone GSM Telephone if a connection is build up The field Signal Quality displays the current GSM reception strength This can reach 32 in the case of an M 20 or TC 35 from Siemens To work with a reference network instead of a single Base station press the checkbox lt Send NMEA gt to make the Rover receiver send it s position to the master control station By pressing the button lt Initial gt configure the telephone initialisation strings PIN etc FT Im System D Station amp
125. ll measurements which can be selected accordingly ax A A 333 7 100 4 COO 3b549771 5564 505114 218 O FN FR gps 51 30 05 2003 13 16 35 101 4 OOO 3549715281 5905113 719 M o 97 179 1 gpsi 30 05 2003 13 16 102 4 OOO 39549714 542 5005114 509 M o ar 161 1 gpsi 50 05 005 u 4 Edit Delete Print Search Marker Average Par zoom Figure 4 62 Coordinates LS 0 If all values should be exported the button OK must be pressed in the previous dialog Point Numbers If the export was successful a confirmation message appears GART 2000 v 2 10 6 x Coordinates From 100 to Es1 exported Figure 4 63 GART 2000 v 210 6 All coordinates are exported into the Leica GSI format if the user confirms the export by pressing the lt OK gt button 4 2 8 5 DXF See 4 1 10 7 4 2 8 6 COD CSV PTS These formats separate the entries by means of commata Comma Delimiter The structure comprises GART 2000 Benutzerhandbuch Capital 4 Men steuerung 75 Point number East North height point code optional marker code optional comment optional 4 2 8 7 GPS data e LLH coordinates WGS84 The LLH format is used for the import of geographical coordinates The format consists of Point number latitude longitudel height point type optional comment optional e LLH coordinates user system The imported coordinates refer either to the WGS84 system or to the selected user system depending
126. lt OK gt the new detail point quantities can be updated at any time as a reference point for the setting out In the menu Initial gt Constants gt GPS you can deactivate the function Auto Zoom gt In this manner the graphic section you have selected always remains visible in the display of GART 20000 CE whereas an activated Auto Zoom during the measurement delivers a tracking view of the current position Pressing the button Plot changes the view into a polar representation of the setting out situation In this way the point to be staked out can be located within the vicinity Information on left side on screen denotes dE difference Easting dN difference Northing dZ difference of the Heights dS linear deviation Input Output Calculate GPS Initial Extras IAQ Setting Out Plot UE a e eas as gt Radic 100 Ep Figure 4 96 Polar description of Setting Out The other buttons correspond to the Measurement dialog 4 3 3 3 2 Setting out detail points with Total Station After the measured line has been defined the dialog for setting out the detail points appears as follows GART 2000 Benutzerhandbuch Capital 4 Men steuerun 96 Input Output Calculate GPS Initial Extras e MXN XX Setting Out Detail Points MN iM Y ea m xf m MeasLine IN N N Ya Soll Hi 78 8560 v f100 9103 s f109 480 ap Best A LA gt Ist H 79 6539 vi 100 6584 si09 556i dad A
127. ly click on the points in the graphic screen of GART 2000 CE Then choose the center point and the radius of the circle The straight line and the circle are displayed in the graphic screen GART 2000 Benutzerhandbuch Capital 4 Men steuerung 80 To parallel shift the straight line enter the value in the field Distance A positive distance moves the straight line to the right a negative distance results in a shift to the left The orientation of the straight line is defined from start to end point For the circle the input of a distance results in a shift of the intersection points on the arc A positive distance shifts the intersections outwards a negative sign results in a shift inwards With the Option button other definitions for the straight line and the circle are possible By pressing the lt OK gt button the calculation of the intersection points is started Input Output Calculate GPS Initial Extras a CN Intersection Straight Line Circle Result Intersection Cross Point 1 Cross Point 2 East 204322 0021 m East 3349712 199 i Morth 5005114 106 m Morth fpebslis 5 5 m Save System O TTE ALLSAT 04 11 1999 GAR T 2000 DEMO E 13 29 Figure 4 72 Result Intersection Straight line Circle The result of the calculation shows the plane coordinates of both intersection points To store the coordinates of the intersection point 1 click the lt S1 gt button to store the coordinates of the intersect
128. maximal number of used satellites can be chosen and the Multipath Reduction can be activated Therefore the Base and the Rover receiver need to have the necessary option The multipath settings should be the same for base and rover receiver GART 2000 Benutzerhandbuch Capital 4 Men steuerun 119 Should you wish to use your Topcon receiver as a reference station serving several mobile receivers simultaneously the option lt Port gt should be activated mar Output Calculate GPS Inti Extras errar E GPS Radio GSM ports OK Base Rover Auto Switching Radio Radio port fb By re Pt BID eae i Baudrate fisaoo FA Baudrate h20 FA rts cts er rts cts 7 Part e E Port E E internal Baudrate ko y Baudrate in 9 10 32 Figure 4 131 GPS Radio port The port to which the correction data are to be sent from the base can be selected in this dialogue The choice of the baudrate determines the data transfer speed with the radio or GSM modem The GPS receiver is set to this baudrate during the initialization of the mobile receiver When the power checkbox is activated the radio modem is supplied with electricity from the receiver The internal checkbox must be selected when the GSM modem is integrated in the GPS receiver e g in the Hiper from Topcon After having done all settings the button OK initialises the Base receiver and saves the reference coordinates The button gt gt next to the
129. ment has been selected the various instrument parameters can be entered or modified PL ou A cb rm x K um Input Output Calculate GPS Initial TORTEN OK zE Mame TPS1100R Type resi R v Achsf mgon Addik mm K Achsf mgon Multik men er H mgon Saa Typ nne Ir Saa m 11 38 AM Figure 4 189 Input of instrument parameters The different input fields denote the following Name Designation of the total station Type Total station type The specified type informs the program how the measured values are registered i e the type determines the interface parameters the translation protocol and the data format With the type Manual the measured values can be entered by hand Z axisE Horizontal collimation error of the total station mgon K AxisE Trunnion axis error of the total station mgon H Vertical index error of the total station mgon Refrac Refraction coefficient Add Zero point correction additive constant of the total station mm Multi Scale correction of the total station mm km Saa Type Transmit axis gap type Determines how the measurement occurs in the case of theodolites with attachable distance measuring devices Three types are distinguished GART 2000 Benutzerhandbuch Capital 4 Men steuerung 156 Case 1 Z S parallel the distance measuring device is attached onto the theodolite telescope The transmit axis is parallel to the sighting axis Case 2 SAA in ve
130. mpass in the upper left hand corner shows the difference between True Heading and azimuth The starting and end points can be entered either via the point number or by clicking the point in the graphic The point can be selected from a coordinate list using the gt gt buttons The button lt Option gt allows further alignment settings to be made Via the option Fiducial Point a compulsory point can be defined within the two points The option Perpendicular Point sets the alignment perpendicular to the line between the starting and end points When you want to save the coordinates of the point to be staked out press the lt Save gt button In the menu Initial gt Constants gt GPS you can deactivate the function Auto Zoom In this manner the graphic section you have selected always remains visible in the display of GART 20000 CE whereas an activated Auto Zoom during the measurement delivers a tracking view of the current position Pressing the button lt Plot gt changes the view into a polar representation of the setting out situation With this representation and thanks to orientation by compass the point to be staked out can be located more easily Information on left side on screen denotes dE difference Easting dN difference Northing dZ difference of the Heights DS linear deviation GART 2000 Benutzerhandbuch Capital 4 Men steuerun 98 Input Output Calculate GPS Initial Extras a setting Out Line
131. mport it is possible to import data from other programs GART 20000 CE converts these data automatically The shown data import modules in the Import menu vary according to the program version Only the data import modules of your individual GART 20000 CE version are shown Up to now the following formats are supported ASCII Caddy Card 1 EDBS GEOgraf LSA LVANDS MAS80 EF800 NRW Poepping Praxl Minka DAC100 REC500 PTS CSV COD LLH KOF DXF GRIPS GT Further formats are in preparation or will be developed on demand 4 1 10 1 ASCII 3 0 The ASCII 3 0 format is standard in all versions With the ASCII 3 0 format coordinates and measurements can be exchanged between different GART 2000 program versions DOS and CE After choosing the ASCII 3 0 format the Windows standard Open File menu is opened Choose the directory and the name of the import file GART 2000 Reference Manual Chapter 3 Getting started with GART 2000 CE 48 WERMPRO WPSYSTM_ WPTFP_ VPTACHY_ Figure 4 29 Import with ASCII 3 0 All coordinates that are imported from a file or entered manually are nominal values and therefore cannot be changed by new measurements The nominal values can only be changed by the edit function in the output menu 4 1 10 2 ASCII GB The ASCII GB format is the extended version of ASCII 3 0 for graphical field books With the ASCII GB format the content of projects can be exchanged within GART 2000 C
132. n be saved by pressing the button Save whereby the new point numbers and point codes are then queried GART 2000 Benutzerhandbuch Capital 4 Men steuerung 106 4 3 5 2 Possession only in GART 2000 NT and Viewer Using the menu Calculate gt Area gt Possession it is possible to divide an area defined by name and dimension of the area The division is carried out proportionally to the total area rounded down to full metres The remaining value can only be entered manually Pressing the button lt Read gt an area stored before under Calculate gt Area gt Area can be imported as a total area By clicking the button lt Paste gt partial areas can be defined in order to insert single areas If necessary the inserted partial areas can be removed again by applying the button lt Delete gt The partial areas are divided proportionally relating to the total area Additionally the corrections of the partial areas and or the difference to the total area is indicated The result can be stored in an output file by pressing the button lt Output gt Using the button Copy it is possible to copy the result into the clipboard 4 3 6 Grid The Grid Calculation function is only available with the purchase of the GART 2000 CE module Complex Calculations With the aid of the menu item Calculate gt Grid new points can be calculated on a grid Input Output Calculate GPS Initial Extras a Dimension East 5549704
133. n can be activated with the Yes radio button In this case the zoom area of GART 2000 CE is adjusted to the actual position If the Auto Zoom function is deactivated No the zoom area is kept constant As a result the section of the graphical representation you have selected remains visible on the display during the setting out procedure 4 5 3 3 Point Number Constants The menu Initial gt Constants gt Point Numbers displays the pointnumber code and marker type of the last entered point These values are used for any future incrimination and can be edited if necessary For cadastral applications a strict incrimination of point numbers and a check of the district number can be activated A figure can also be entered for the automatical incrementing of the point numbers Moreover if the appropriate checkbox is activated a numbering district check can be performed Only relevant in the case of specific German federal state versions GART 2000 Benutzerhandbuch Capital 4 Men steuerun 150 Input Output Calculate GPS Initial Extras E all Point Number mw pensum OOOO Increment PointiWr Increment Strict System 0 Station ALLSAT 04 11 1999 09 28 23 i NBz Checking GART 2000 DEMO E 13 51 Figure 4 180 Constants Point Numbers 4 5 3 4 Coordinate Constants The values in the Initial gt Constants gt Coordinates define within which tolerances GART 2000 CE saves coordinates under the same
134. n the GPS receiver e g in the Hiper from Topcon When radio and GSM communication is used the function lt Auto Switching gt can be activated at the rover As soon as a GSM connection has been successfully established the use of the radio port is switched to the GSM port and when the connection has been terminated the radio port is re activated The lt OK gt button saves your entries and returns you to the previous window The RTK mode can be set to extrapolation or delay Extrapolation decreases the latency of the position and can extrapolate through short radio outages Delay is more accurate and is the normal mode for RTK surveying of fixed points The fixing parameter defines the confidence interval for the ambiguity fixing FF O EEeeeneneeeeeeseseeeeSeS ee eES eS ee sees ee eases Sees eS eee ease eee eee See SESS eeSeSeeeeeees confidence interval fixing parameter fixing Ashtech parameter d Topeon Rhoambiguityfixing float float MEN 90 OY OW ae 95 OW low A 99 medium medium default 99 9 high default high OO DX T AAAAA A A 4 A A confidence interval of 99 9 means that statistically one out of thousand ambiguity fixings is wrong The mode high stands for the most reliable ambiguity fixing but takes most time The mode low is the faste
135. nates Settings lento mum Ant Haight Min Elev or Bro g Height 114 482 Device th Red Figure 3 7 Initialisation of the Base Receiver here Topcon In this menu you can enter the name of the reference station the plane coordinates of the reference point the antenna height the elevation mask and the radio port Furthermore for Topcon receivers the maximal number of used satellites can be chosen and the Multipath Reduction can be activated Therefore the Base and the Rover receiver need to have the necessary option The multipath settings should be the same for base and rover receiver To send out Base corrections over multiple radio ports the Port check box needs to be activated The button Nav Sol reads a position from the navigation solution of the receiver if the receiver tracks four or more satellites The button Satellites shows the available satellites if GART 2000 CE is able to establish a connection to the GPS receiver After having done all settings the button OK initialises the Base receiver and saves the reference coordinates The button gt gt next to the field Ant Height opens the submenu for the Antenna Height Choose the manufactory and the antenna type Ashtech NavCom Sokkia Thales Topcon Trimble and others For each antenna type the individual antenna offsets are shown Input Output Calculate GPS Initial Extras 2 ES A 8 e 5 e Start Base Antenna height EN An
136. nce base After a station has been entered GART 2000 CE automatically calls up the measurement registration recording of the measurement values GART 2000 Reference Manual Chapter 3 Getting started with GART 2000 CE 31 4 1 2 Measurements In the submenu Input gt Measurements the GPS or Total Station measurements are shown and stored The functionality of the Measurements dialog depends on the current selected station GPS or Total Station The menu can also be opened with the button shown above 4 1 2 1 Total Station Trout Output Calculate GPS Ina Extras lol elles A Measurement Registration OK tr 3025 Meas E Um zer D Station 3025 10 01 2001 08 20 32 Build GART 2000 DEMO 2000 DEMO Figure 4 4 Measurement dialog for Total Station control In this window the total station measurements have already been corrected in terms of the instrument constants entered under nitial Instrument In the field PtNo enter the designation of the point to be measured In the field Cod you can allocate the point code and the marker type is specified in the field VA CP characterizes the point when it is activated as a control point H specifies the horizontal angle V the vertical angle and D the distance The measurement is triggered via the appropriate buttons The button lt Meas gt initiates the angle and distance measurement By means of the button Raw a coarse measurement is initiated
137. nd Distance Enter the point numbers and click lt OK gt Alternatively click on the points in the graphic screen of GART 2000 CE The points are marked in the graphic field and the calculation is started at once If a new point is chosen this point is included in the calculation immediately Input Output Calculate GPS Initial Extras a Bearing amp Distance t on 20 rm System O Station FREI 2 10 12 2001 23 19 37 dH 0 505 GAR T 2000 DEMO Figure 4 86 Bearing and Distance GART 2000 CE calculates the bearing t distance s and height difference dH between point 1 and point 2 In addition the distance related to the average local height Gauss Kr ger reduction and the height reduction applied is calculated With lt Print gt the calculation results can be inserted into a file or printed see 4 5 8 4 3 2 2 Center of Circle The function Calculate gt Basic Tasks gt Center of Circle the center of a circle can be calculated and stored as a plane coordinate GART 2000 Benutzerhandbuch Capital 4 Men steuerun 89 Center of Circle Circle Point 1 Point 2 Point 3 Figure 4 87 Center of Circle Enter the point numbers and click OK Alternatively click on the points in the graphic screen of GART 2000 CE The points are marked in the graphic screen By pressing the lt Option gt button choose if the circle is to be defined by the center point and a radius by the center point and the ci
138. new point To enter a new GPS station activate the checkbox lt GPS gt If a new station is chosen GART 2000 CE opens a dialog to query information about the station like instrument height location observer and the weather conditions Press the button lt OK gt to save the data Input Output Calculate GPS Initial Extras ez e Enter S Enter Station Data OK E i So ALI ax MA en BEEN E E Instr Hei ht 2 000 2 000 m 000 PP Weather dry and sunny Se tum System 20 m System O E 11 29 PM Figure 3 11 Enter Station Data The current selected station is highlighted in the Output gt Stations dialog GART 2000 Reference Manual Chapter 3 Getting started with GART 2000 CE 22 3 6 Input of GPS Measurements The Input gt Measurements submenu includes the main screen for GPS surveying where the calculated coordinates and the status of the Rover receiver are shown Alternatively start the submenu with the quickstart button shown above Input Output Calculate GPS Initial Extras a s 5556 a MM oos ol100 Solution Radio o system O Station test 01 11 2001 23 57 12 H p 1 804 GA RT 2000 DEMO Figure 3 12 GPS Measurements pa The submenu shows the coordinates with their standard deviations plane coordinates number of GPS and GLONASS satellites PDOP antenna height 1 H radio link quality the distance to the Base receiver D the ambiguity fixing status and the R
139. ng the button Line a new measured line can be defined so that a new detail point measurement can be entered With the button Transf ML you can change to Transformation on Measured Line at any time 4 3 7 2 Transformation on Measured Line The function Transformation on Measured Line calculates the detail point magnitudes of a point with reference to a measured line To this end when a measured line has been defined it is only necessary to select a point in the graphic or enter it in the field PtNr The detail point magnitudes X and Y as well as the coordinates of the foot point are then represented in the dialog Input Output Calculate GPS Initial Extras 5 H G3 Transformation on Measured Line Y 32 198 m x 6 784 m ASA 2nn3 na 26 32 E bd gt m 6 59 PM Z Ay Compact Flash Figure 4 117 Transformation on Measured Line The result of the calculation can be protocolled by clicking the button Print A new measured line can be defined by pressing the button Line To switch to the Detail points press the button Detail Points Kleinpunkte gt The graphic enables a visual control of the calculations 4 3 7 3 3D Detailpoints Using the function Calculate gt Detail points gt 3D Detail points detail points are calculated GART 2000 Benutzerhandbuch Capital 4 Men steuerung 110 spatially The reference level is laid through the starting and end point of the measured line s
140. nly relevant to Hiper and Odyssey E from Topcon Power Board provides information on the voltage that exists on the board lt VRS FPK gt Settings can be made here pertaining to Virtual Reference Station f FKP the use of a virtual reference station Date and time are specified in the field Time network status in the field Status and receiver information in the field Modus Mode Honaspheric Modelling Reference Net v l spheric model onospheric eu Activate this module if the ionosphere is _ disturbed According to strength set the Sigma parameter between 5 and 10 Reference network By activating this checkbox you specify that you are measuring within a reference network e g ascos SAPOS GART 2000 Reference Manual Chapter 3 Getting started with GART 2000 CE 39 VRS Virtual Reference Station FKP Area Correction Parameter
141. nnnnnne nenn anne 85 Inputtorcalculation Toreseclion nisse 86 AA ans na T UPPER 86 Definition of Bearing and DIStanCe oocccccccccccconcncocnconcncnnncnnnnonnnconnnnnnnnnanonononos 88 Bear ana DISTAM CC as 88 Center ore Eee iio 89 RESUIE COMMISH Ol Ci CLS o ande 89 Is AA A 90 Input for Control Measurements occcocccccccocccocccooncocncoccconnnncnnornnnrnnnncnancnnncononoso 90 Setting Out Points with an Orientation PoOliNt oocccccccccncccnncccncccnnconnnoncncnnnnnnos 91 ee JUL o ev 92 Setting out point with total station occcocccocncconnoccnoconoconnnnanonannnnnnonaconanoos 93 Denne Line ans dba 94 GART 2000 User s Manual Chapter 5 List of Figures 176 FIgure 4 95 Setting OUEDONNE euere 94 Figure 4 96 Polar description of Setting Out oocccoccccccccccnccocncocnconnnoncnonnnnnonnnnnnnnnnnonaninnnoss 95 Figure 4 97 Setting Out Detail Points with Total Station cooccconnoconnconnconnnccnccnnnnnnoss 96 FIgure 4 95 Setting OUFLINES nr ee een 97 Figure 4 99 Setting OUL LIMES ER te tet ee 98 Figure 4 100 Setting Out Lines with Total StatiON occcoocccoccccccnconnocococonnnonnnconnconcnononos 98 Figure 421017 Senno QULATES indito eec ara 99 Fig re 4 102 Result of Setting OE ATES ae u 99 Figure 4 103 Polar GPS TransformatiON oocccoccccccccocnconnncncncoononnnnonnnnnnnnonnnnnnnnnonnnnnnnnnnncnons 100 Figure 4 104 Kind
142. ntly there is the possibility of building up a fixed stock of coordinates and to import the needed coordinates into new projects from otherfiles Input Output Calculate GPS Initial Extras ela A ird e 5 lali a Els x Enter coordinates LS O E o nto Code 9 7 East 3545813 506 M Morth 5804680 582 962 m AcP S 1 x Height 172 970 m ACH 20 m eSysfiem 0 Station FREI 1 19 05 2000 14 33 ment SIE GAR T 2000 DEMO Figure 4 21 Enter Coordinates Coordinates can be entered manually in the Input gt Coordinates submenu The coordinates have to be entered with respect to the projection defined in the Initial gt Constants gt GPS submenu e g UTM or Gauss Krueger The fields have the following meanings BPntNo ____ Pointnumber up to 32 alphanumerical characters 1 C ode Pointcode A can be changed in the file vp_art txt 1 1 11 1 MA Marker type can be changed in the file vo _vmrk txt 0 East East coordinate in the user system m 000 North 9 North coordinate in the user system m 1 1 1 1 0 1 1 1 Height Height in the user system m o 1 1 1 1 11 ACP Precision of the position calculation 0 no position D digitized point M measured point R calculated point S control point E RGRSRRRSSRSRRRSSR RSS ZRSRRS ZR RSS Gy RIS Gy R S GG y R3 SG y y SG y g GGGUSRR S 3 gGUG GE S E SR GG GB E SR GR B E SR SR SG E GR GR E B UE GR SR E G UE RUN EG E GR R EG UE G
143. o orientation point is entered the differences shown relate to the position where the last click on the lt OK gt button occurred With a new click on the lt OK gt button the reference position can be updated at any time GART 2000 Benutzerhandbuch Capital 4 Men steuerung 92 The function Auto Zoom can be set to No in the Initial gt Constants gt GPS menu In this case the graphic screen of GART 2000 CE shows always the user defined zoom area whereas the zoom area is always updated if Auto Zoom is activated On pressing the button lt Plot gt a polar representation of the setting out situation is presented In this way the point to be staked out can be located within the vicinity Information on left side on screen mean dE Difference Easting dN Difference Northing dZ Difference of the Heights dS Linear deviation Input Output Calculate GPS Initial Extras a Setting Out Plot setting Out Point I d M E Offset hx o fe ds dz c a fel je EN 5 ds GAR T 2000 DEMO Figure 4 92 Setting Out Plot The further buttons of the Setting Out dialog correspond to those of the Measurement menu Setting out Point with the total station 4 3 3 1 2 Setting Out Points with Total Station When the polar setting out of points is performed with the aid of a total station the point to be set out must be entered in the dialog window under PntNo If the point exists in the point database the setting out el
144. o that the Y axis and X axis are parallel Transformation on measured line The points to be transformed are transformed to the plane of the measured line during the calculation of 3D detail points Axis New Points nmi x Berechnung Transform Figure 4 118 Axis New Points With the lt Save gt button the transformed points are recorded 4 3 8 Instrument Errors The function Calculate gt Instrument errors serves to determine the instrument errors of a total station When the function is called up the instrument for which the error determination is to be carried out is queried first of all Subsequently the measurements take place in the following order 1 Target Face 1 horizontal sight 1 Target Face 2 horizontal sight 2 Target Face 1 steep sight 2 Target Face 2 steep sight GART 2000 Benutzerhandbuch Capital 4 Men steuerun 111 Input Output Calculate GPS Ina ca Hor call error Trunn axis Index errar 1 determining Target 1 face 1 i Horizontal System O Station annee Hf vip mm start lasgT 2000 DEMO E 4 14 AM Figure 4 119 Dialog for determining instrument errors The measurement is triggered by the button lt Measure gt The angles are displayed in the fields H and V By pressing the button lt Save gt the measured values are accepted The same procedure occurs for the other settings After each measurement the errors to be determined are recalculated and
145. ocncconononocnonononnnocnnonnnonnnonaninoss 111 Figure 4 121 Transformation Coordinates oocccocccoccccccncconncncncnonnnncnnnnnonnnnonnnnnnnnnnnnnnnninnns 112 FIg re 4 122 Control Polfts aaa ice a Rx pmo sed A uU RUE c euni dues 112 Figure 4 123 Selection of transformation method coooccccccccccccccnccccncncncnonocncnnonnnoncncnoncnnns 113 Figure 4 124 Traverse definition ccooccccocccconccoccconncconoconnocononnononanonannnnonnnnnnonanonannonanenono 114 Pigure 4 1 25 Parallel OTISQL sa ee 115 Figure 47120 OR a 116 Figure 4 127 5 aVe coOOrdINates us use aout in 116 Figure 41298 Start Base TODGOON us a 117 Figure 4 129 Satellite Overview ooccoonccconccocnoccccnocncocncconnononocnnnonanonnnnnnnnonanonnnnonnnnnanenons 118 Figure 4 130 Satellite geometry in Sky PlOT occooccccccncconccocncocnoconocnononacoconnnoncncnnnnnnos 118 Figure 4 151 GPRS Radio PO a u 119 Figure 4 132 Antenna el ticas pios t ae 119 Figure 4 133 Antenna height measurement from Topcon oocccoccccccccocncconncccnconcncncncnaninos 120 Figure 4 134 Start Rover Topcon occooccccccccccccconccocnnocnconcnnnnnonnnnnncnonnnonnnnnnannnnnnnnnnnnnnnnnaninoss 121 GART 20009 User s Manual Chapter 5 List of Figures 177 Figure 4 135 Figure 4 136 Figure 4 137 Figure 4 138 Figure 4 139 Figure 4 140 Figure 4 141 Figure 4 142 Figure 4 143 Figure 4 144 Figure 4 145 Figure 4 146 Figure 4 147 Figure 4
146. ols point numbers lines and notes can be controlled By selecting the lt Map gt checkbox a georeferenced map in bitmap format is displayed All positions are made visible by activating the checkbox lt Position Standpunkte gt Default settings are point symbols and lines GART 2000 Benutzerhandbuch Capital 4 Men steuerung 159 Display Parameter Iw Paints Point Iw Lines Notes Map Standpunkte Abbrechen bernehmen Figure 4 194 Init Display On the second page lt Parameter gt only in Gart 2000 NT and Gart 2000 Viewer different definition files can be selected and a scale can be defined Initialise Display Ax Display Parameter Type def D WpeonfighVP_ART DEF E dit Symbols D WpconfighP_SYM DEF gt Scale 1 500 Abbrechen bemehmen Figure 4 195 Selection of definition files for the graphical display By activating the button Edit a new dialog is opened in which settings for the graphical display of points and lines can be made GART 2000 Benutzerhandbuch Capital 4 Men steuerun 160 X Points Lines Point code Symbol Angle gon Color Line thickness mm Text Insert Delete Click right mouse button to select symbol or color Abbrechen Bee Figure 4 196 Dialog for the settings of the graphical display Press on a symbol or color field with the right mouse button a color table and a symbol list respectively is coming
147. on lt Geo gt switches from plane coordinates to geographical coordinates for the conversion the current user coordinate system specified under Initial gt Constants gt GPS are used 4 2 5 Check Double Measurements With the menu Output gt Check Double Measurements a dialog is shown in which all measured data are listed together with their position and a comment With this overview it is possible to check both which points are measured several times and from which position you have measured the points nitial Extras 9 SJ 4 o 5 ee a Check Double Measurements station T Measurements Remark la gps1 30 05 2003 13 16 35 100 Only one measuremeL_ A gps1 30 05 2003 13 16 35 101 Only one measureme gpsi 30 05 2003 13 16 35 102 Only one measureme gps1 30 05 2003 13 16 35 103 Only one measureme Only one measuremer uy Only one ma ar wan cn amp Compact Flash m 12 04 AM GATA DEOL Figure 4 54 Input Check Double Measurement 4 2 6 Protocol GART 2000 Benutzerhandbuch Capital 4 Men steuerun 70 With the menu Output gt Protocol the protocol output file will be opened using the standard editor File Edit View Format Tools E ye 3 Times nr 10 B gt gt Project DEMO Date 10 12 2001 Time 9 20am Coordinate list y stem 0 PntHo MA Code E m H m AcP Height m AcH mbation 3549709 388 5805115 664 06516 FREI 1 19 05 20 3549744239 5805126 564 o
148. op GP5 Data Sokkia SDR33 Stratis PR ODA Cremer GRIPS WV Gifhorn lt pef ins gt gt 2 sf s 7 sl el er per re sr lol f xl Figure 4 40 Output gt Export gt DXF GART 2000 Benutzerhandbuch Capital 4 Men steuerun You will get DXF Export Settings C detblock def El C Adsfsymb det E N Figure 4 41 DXF Export Settings Be sure that you set the right path for the files dxfblock def and dxfsymb def Choose your File output name C GART 2000 Verlaut Eigene Dateien MT Fan egn Hetzwerkumg Figure 4 42 Open File After that you ll have exported the GART 2000 Benutzerhandbuch Capital 4 Men steuerung 61 Output in VoloView 2a P 4TH Layers v Show Frozen Layers Zoom TP 54711 4 11 IP 4 11 Capital 4 Men steuerung 62 4 2 Output 4 2 1 Stations After choosing the function Output gt Stations a list of all existing stations is displayed Input Output Calculate GPS Initial Extras 2 ES A d e 5 Se Ol Stations ALLREFZ 10 28 42 ALLEEFZ ALLSAT ql FREI 1 allret Q1 i og s Figure 4 43 Output Stations For GPS the point where the GPS reference station is initialised or the total station is positioned is called station GPS stations are marked with a G before name and total stations are marked with a P and the used instrument For every station the date and the time when it
149. orer is started with the Online Help of GART 20000 CE 4 6 12 Language With Extras gt Language an online change between various language versions of GART 20000 CE can be done German English Norwegian Finnish Spanish French Italian Dutch Swedish Portuguese Polish Hungarian Serbian GART 2000 Benutzerhandbuch Capital 4 Men steuerung 171 On request we will gladly implement other languages 4 6 13 Database 4 6 13 1 Create new Index Files With Extras gt Database gt Create new Index Files you are able to re create destructed Index data of GART 2000 CE Database 4 6 13 2 Backup With Extras gt Database gt Backup of the actual project is generated and stored in the project directory 4 6 14 License Please enter your own User Key in the field User Key in order to use GART 2000 as a full version G 4RT 2000 SEN 3963908958 Lzer Key Figure 4 213 GARD 2000 License GART 2000 Benutzerhandbuch Chapter 4 Menu Control 172 GART 2000 User s Manual Chapter 5 List of Figures 173 5 List of Figures Figure 2 1 Copy the installation file GART2000_CE CAB into a temporary directory 10 Figure 2 2 We recommend to install GART 2000 CE on the Compact Flash card 11 Figure 2 3 GART 2000 CE icon on the desktop ccooccccccccoccccoocncccnconcnconnnoncnonnnonanononononons 11 Figure 3 1 The GART 20000 CE menu Structure oocccocccoccccocnco
150. ormation The measurements to the fixed points should then contain no distance data 4 3 1 9 Foresection With a foresection calculation a new point is determined by direction measurements from two stations For this purpose the necessary measurement values must be determined beforehand The orientation of the two stations is performed by reciprocal collimation or by collimating points whose coordinates are known GART 2000 Benutzerhandbuch Capital 4 Men steuerun 86 Forward Section Mew point New 100 Station 1 FREI 1 19 05 2000 11 51 Station 2 FREI 2 10 12 2001 23 19 Direct 1 002 Direct 2 2001 E 11 20 PM Figure 4 83 Input for calculation foresection On calling up the function the new point the two stations and their connecting directions are queried The stations can be selected from the station list using the gt gt button When this input has been confirmed by lt OK gt the result of the calculation is displayed and can be adopted by clicking the button lt Save gt 4 3 1 10 Sidesection With a sidesection calculation a new point is determined by direction measurements from two stations whereby a station is at the same time the new point The orientation of the two stations is performed by reciprocal collimation or by collimating points whose coordinates are known On calling up the function the new point the two stations and their connecting directions are queried The stations can be sele
151. over dynamics The calculation of the ambiguities in the GPS receiver is influenced by the chosen dynamics The dynamics describe the movement of the GPS antenna With the button gt gt the dynamics can be chosen from a list Possible settings for Topcon are static and walking For Ashtech receivers there are quasistatic walking automobile aircraft and ship additions The button Sat shows detailed information about GPS GLONASS satellites When the Info button is pressed a row of buttons appears for Ashtech and Topcon receivers that enables further information to be queried from the GPS receiver See Figure 3 13 The Ant H button opens the menu to enter the antenna height which has already been explained in relation to the initialization of the reference station Changing the antenna height has a direct effect on the representation of the coordinates With the lt Reset gt key a reset of the RTK engine is done The fixing of the ambiguities is restarted To save the actual coordinates press the lt Save gt or the lt OK gt button The Geo button converts the measurement values into geographical coordinates By means of the Exc button points can be measured with the aid of a connected tachymeter or MDL that are not directly accessible with the rover GART 2000 Reference Manual Chapter 3 Getting started with GART 2000 CE 23 E o5 H Solution i dedos 012002 13 00 4 fixed f
152. owing lines global parameters are shown which define the names of the several transformation types in the form printout T 3PRF 3 ParamderTransfomation with residual estimation T 4PRF 4 ParameerTransfomation with residual estimation T_5PRF 5 Parameter Transformation with residual estimation T_6PRF 6 Parameler Transformation with residual estimation T_7PREF 7 Parameter Transformation with residual estimation T EP Singe pontadusiment T MES LIUM END Figure 4 208 Example of the form file FORM FMT Next the individual forms are defined Every form definition starts with the keyword FORMULAR and is followed by the form name In the next line stands the keyword WITH which indicates that a list of variables starts in the following line these variables are needed for the respective form To know which GART 2000 Benutzerhandbuch Capital 4 Men steuerung 167 variables are defined for the different forms and list types read up the form file FORM FMT The code word DO stands for the end of the variable list FORMULAR Koordinaten WITH DATUM SEME ZEIT SYSTEM PKINRPKTARTVERART RECHTS HOCHLG LZHOEHEHG HZ DO Date SNIS Page Time SHS Coordinate ist System f f PriNo MakerCode Elm Nm AP Hetim AH 555595999 AHHH HII HH HHHHHHHHHHH HH HHH HHH HA l l l d END Figure 4 209 Example of the form file form coordinate list The following lines define the
153. p Parameter Transfor mation Phi 253 7 with Residual Estimation sk 0 008 u Total St 0 No plane transformation 4 s Start lasgT 2000 DEMO E 14 49 E Figure 4 104 Kind of Transformation with Total Station GART 2000 Benutzerhandbuch Capital 4 Men steuerun 101 with Residual Estimation C No plane transformation Figure 4 105 Kind of Transformation with GPS Station The following transformation types are available in GART 20000 CE 3 Parameter Transformation the scale factor m is set to 1 calculations comprise the displacements in the x and y direction as well as the angle of rotation j of the coordinate system 4 Parameter Transformation the scale factor m is calculated in addition to the 3 Parameter Transformation 5 Parameter Transformation in contrast to the 4 Parameter Transformation a uniform scale factor m is not determined but rather the respective scale factors mx and my for each coordinate axis 6 Parameter Transformation in contrast to the 5 Parameter Transformation not only a rotational angle is calculated but also a separate angle of rotation for each coordinate axis shearing the rectangularity is abandoned Local 7P Bursa Wolf 3 translations dx dy dz 3 rotations rx ry rz and the scale factor m are calculated according to the Bursa Wolf model These parameters can be adopted into the global GPS constants Residual error distribution weighting 1 s can be optionally
154. point number without notice J x n ier 3 24PM E Figure 4 181 Coordinate Constants In the fields East North and Height the tolerances for the east north and height coordinates can be entered The default setting is 2 cm Alternatively to the east and north tolerances the Plane distance can be used GART 2000 CE will apply the lowest value If the checkbox Coord amp Measurement is activated the given tolerances are used for the storage of measured data that means that GART 2000 CE saves only measured data whose standard deviation is within the defined tolerances If a new coordinate with the same point number as an existing coordinate exceeds the tolerances GART 2000 CE displays the Double Coordinates dialog showing the coordinate differences The new coordinate can be saved or ignored GART 2000 Benutzerhandbuch Capital 4 Men steuerun 151 Input Output CU a ur ee Point Exzentrum has already been saved Average 3949257 506 s805095 162 Mew 0 000 0 000 3a48757 9U06 5805093 162 6504401 Figure 4 182 Double Coordinates If the point code or the marker type of a new point differs to those of an existing point with the same point number GART 2000 CE displays the New Code or Marker Type dialog Input Output Calcul Mew Point or Marker Type eoi 3 Pointer Exzentrum has already type 4 Anderer Objektpunkt 20 m System O Stat start WGarT 2000 DEMO Figure 4 183 New Point or
155. r If a point is saved through the GPS Measurements menu in GART 2000 CE both a measurement and a coordinate are saved under the same point number The output of the coordinates is in alphabetical order whereas the measurement output is chronologically 4 6 1 1 Single Point The Extras gt Renumber gt Single Point menu makes the renumbering of both coordinates and measurements easier Input Output Calculate GPS Initial Extras Pa a nd Renumber Single Point OK NEN Old Painmumber Mew Pointnumber ntfi code MA aum Syster O Station TPsS1100 4 MA GAR T 2000 DEMO E 11 41 AM Figure 4 204 Renumber Single Point In the Renumber Single Point dialog enter the old point number The code and marker type will be added automatically Then enter the new point number and if necessary the new code or marker type Input Output Calculate GPS Initial Extras a E Renumber Single Point N on GART 2000 Figure 4 205 Confirmation to Renumber Single Point To renumber the point press the lt OK gt button and answer the confirmation with lt Yes gt GART 2000 Benutzerhandbuch Capital 4 Men steuerung 165 4 6 1 2 Block To change the name point code and marker type of several points use the menu Extras gt Renumber gt Block Renumber Block E mi xj Point ld Code MA PortNrNew Code MA 100 4 000 100 4 000 101 4 000 101 E 000 102 000 102 E 000 103 4 000 103 4 Dar 104 j
156. r entered lt Del gt and lt INS gt correspond to the functions Delete and Insert on the standard keyboard To overwrite a transferred input press lt INS gt first and make a request afterwards lt or gt acts as the right or left arrow key of the standard keyboard and changes the cursor position By pressing the lt ENT gt key the keypad input is deleted within the keypad the keypad input is then transferred to the input field of the relevant dialog and finally the keypad is deactivated The keypad is closed with lt X gt 4 6 9 Graphic Mode GART 2000 Benutzerhandbuch Capital 4 Men steuerung 170 When the graphic mode is activated the current dialogues are placed in the background and the graphic is displayed in the foreground The graphic mode facilitates rapid switching between dialogue windows and the graphic in devices without a display as is the case for instance with a Pocket PC 4 6 10 Text Editor To start a text editor directly from GART 2000 CE e g to edit a protocol file choose Extras gt Text Editor The Open File dialog is started and the selected file can be edited KOMTR_ KOORD KOORD LINIE Figure 4 212 Opening a file with the editor The actual text editor is defined in the vermpro cnf file and can be changed if needed 4 6 11 Help If you need help while working with GART 2000 CE outside in the field choose the Extras gt Help menu The Microsoft Internet Expl
157. r the name of a new station in the field Station number or choose an already existing station by double clicking in the list If you enter a new GPS station make sure to activate the GPS checkbox GART 2000 Reference Manual Chapter 3 Getting started with GART 2000 CE 30 If a new station is created additional data may be entered Code point code MA marker type Instr Height antenna height CP if the station is to be used as a control point this checkbox has to be activated System to work with different systems during a project choose the actual system for this station All coordinates of measurements that relate to this station are stored in this system e Instrument choose Total Station Location Observer and Weather are additional information which are useful for the documentation of a project input Output Calculate GPS inta Extras lla 2 Enter Si Enter Station Data gt n en E ALT Code M Observer JAllsat Instr Height 2 000 m CP Weather dry and sunny E 13 41 E G ALLRH Code MA EE fr BJ Observer Bus m ix ALLS4J i 19 05 2000 11 51 24 Syer T vae Instrument resi ino GAR T 2000 DEMO E 13 45 Figure 4 3 Enter Station Data Total Station With the OK button the station is stored GART 2000 amp CE automatically changes into the menu nput Stations after first initialisation of the receiver in a new project or after the first initialisation of the refere
158. rameter Type def ER Symbols C AGART2000 VpConfigvP_SYM gt gt Scale 1 f 000 0 Abbrechen bernehmen Figure 4 33 Initialise Display Title Points Lines Point code Symbol Anale gon Line thickness mm Text Insert 9 Delete Click right mouse button to select symbol or color 0 0 w o 0 Aj N Abbrechen bernehmen Figure 4 34 Title Go to layer LINES and choose colour GART 2000 Reference Manual Chapter 3 Getting started with GART 2000 CE 53 Points Lines avar RINAI Line code Color Line Ehickness mm Text Inzert z 200 Suryeyline EN 0 700 Border new 0 200 new building Es 1 000 building 21 00556 m E e Lee Click right mouse EM zul tree buttan Far color E nra 0 500 highway 0 000 E 5 Lr z5 c Abbrechen bernehmen Figure 4 35 Title Confirm with OK Import DXF file through Input gt import gt DXF Choose definition path do not take default values Input parameter DXF x Block file e iblock def Somit lle c n fsymb del Abbrechen s Figure 4 36 Input parameter DXF Choose import DXF File GART 2000 Reference Manual Chapter 3 Getting started with GART 2000 CE 54 xl Suchen in 53 COLORED_DXF_INPUT 4 El e EJ DEU ToT Perm Arbeitsplatz er c D atein
159. rcle point two circle points and a radius or by three points The circle is shown in graphic screen By pressing the lt OK gt button the calculation of the center point of the circle is started Input Output Calculate GPS Initial Extras a o o Result Center Point Center Point East 3549731 422 m Morth 15605116 8593 m Radius 5 246 m Figure 4 88 Result Center of Circle As the result of the calculation the plane coordinates of the circle center are shown To store the coordinates click the Save button The coordinate input dialog is opened automatically 4 3 2 3 Pythagoras Test In the Pythagoras Test the measured hypotenuse of a right angled triangle is compared with the calculated hypotenuse and the difference is displayed The result can be protocolled by pressing the button Print GART 2000 Benutzerhandbuch Capital 4 Men steuerun 90 Pythagorasprobe zl z System O Station FREI 2 10 12 2001 23 19 37 Start GART 2000 DEMO Figure 4 89 Input of Pythagoras Test 4 3 2 4 Control Measurements If control measurements are to be made with a total station this can be performed from any particular station by measuring the starting point and the end point of the line segment The control measurement is then derived from the bearings and distances The tachymetric measurement of control surveys is called up through the menu function Calculate gt Basic Tasks gt Control Measurement
160. red The button lt gt switches into the control mode in the case of automatic tachymeters On pressing the button Save Meas the Measurement Registration dialog appears automatically The dialog can be quitted with X or with lt Esc gt 4 3 3 2 Height points 4 3 3 2 1 Setting Out Height Points with GPS oee 4 3 3 1 Setting Out Points 4 3 3 2 2 Setting Out Height Points with Total Station Setting Out is the same like Setting Out Points Additional vertical angle V will be calculated 4 3 3 3 Detail points When setting out detail points a measured line must first be defined If this line is not defined it will be queried when the function is called up By clicking the button Define Line the line can be altered at any time during the setting out GART 2000 Benutzerhandbuch Capital 4 Men steuerun 94 Define Line OK Punkt 1 101 y 5 000 m Eoo m Punkt 2 201 y Ja 000 m loc m i c x2 x1 47 248 m sger 3 000 m pias m N Njp p2 fes m sger 4 248 m omas m MM Kil MAstart Gy compact Flash sart 2000 DEMO i 12 50 PM E Figure 4 94 Define Line 4 3 3 3 1 Setting out detail points using GPS After the measured line has been defined the Setting Out dialog appears as follows In order to set out the detail points the detail point quantities for X and Y of the measured line must be entered The zero point origin of the local coordinate system used is the first point of the
161. rial RS232 port is needed Furthermore we recommend using an internal Compact Flash card requirement when using a Pocket PC to store the GART 20000 CE projects 2 1 2 Software The GART 20000 CE software is developed for use with the operating system Microsoft Windows CE 3 X 4 X 2 2 Installation The delivered GART 2000 CE program CD includes the GART2000_CE CAB installation file To install the software GART 2000 CE on your Handheld PC Pro copy the file e g with the Microsoft ActiveSync software included on CD into a temporary directory on the Handheld PC Pro and in addition onto the Compact Flash card Start the GART2000_CE CAB file from the temporary directory with a double click on the file name Bs Em Ver ns Ea adcress Tempilnstall Type Modified 2DOMB CAB File 6 1400 2 02 54 PM Ez instal m 9 37 PM ES Figure 2 1 Copy the installation file GART2000 CE CAB into a temporary directory First the install program asks for the GART 20000 CE installation directory GART 2000 CE Reference Manual Chapter 2 Installation 11 The default install directory is the Compact Flash card The reason for this is the fact that a hardware reset or a power failure will reset the Handheld PC Pro to its factory defaults After this all files that are not stored on the Compact Flash card will be lost Install ALLSAT GART 2000 sl el ez l r Mame MUNE Eai 3j Instal mstaling ALLSAT GAR
162. rizontal angle V Vertical angle D Slope distance i o Target height L Longitudinal ex center Q Transverse ex center S Distance ex center H H LELTELPLELTELPLELTETELELTETPLELTELPLELTELELELTELPLELTELE LERLLLELELLERERERTELERELLELERELTELERELLELELELLELERELELLSLELTELSLELLELELELELLELELTLPELELLELELELLSLELELLELELELLELELELTELELELLELELELLELSLELLELELELLELELELLLEELELLELERELLLLELELLELELELLELELELLLEERELTELELELLELELELLELELELLSLELELLELELELLELELELLELSLELLELELELTELELELLELELELLELELELLELSLELLELLLELLELSPELLELELELLELSLELLERSLELLELELELLELSRELLELELELLELSLELLELELELLERELELLEREPELLELSPELLELSLELLELELELTELSRELLELSLELLERSLELLLLERELLELELELLER ul 6 d TT O ee ee Fo 21 IP Measurements on Station ALLREFZ Measurement Registration OK 1 X 3846089 3846085 code P val F cP 5046003 386460856 3846088 t f2 0000 30460866 Figure 4 49 Edit Measurements GPS The following data are shown Point number here s2 Code Point code VA Marker type T Antenna height CP To define this point as a control point activate the lt CP gt checkbox The button lt Geogr gt transforms the geocentric WGS84 coordinates X Y Z into geographic WGS84 coordinates longitude latitude ellipsoidal height GART 2000 Benutzerhandbuch Capital 4 Men steuerun 66 A ces Lm ME AE AAA a Wu T Measurements on Station ALLREFZ ALLREFZ Ms Deal bm E009 43 47 28047 EDO9 437 47 57797 E009 43 47 578005 E009 43747 69145 E009 4
163. rtical axis the distance measuring device is attached onto the theodolite telescope supports The distance measurement takes place in the same way as collimation to the center of the reflector The transmit axis gap always lies in the vertical standing axis Case 3 Z S to reflector the distance measuring device is attached onto the theodolite telescope Collimation and distance measurement is performed to the center of the reflector Saa Transmit axis gap mm Accept the settings with lt OK gt or reject them with lt X gt 4 5 6 Port Settings In the Initial gt Port Settings menu the settings for the RS232 device of the Handheld PC Pro can be done COM Total Station COM GPS or USB can be chosen Input Output Calculate GPS Initial Extras Bla Init COM Port com Port comi F Parity Baudrate 2600 Stopbits Databits v Protocol none w A N rn system O Statio ALLSAT 04 11 1999 09 28 23 GAR T 2000 DEMO Figure 4 190 Init COM Port Normally it is sufficient to set the COM Port e g COM1 or COM2 because GART 2000 CE uses fixed internal parameters for the different GPS receiver types and total stations 4 5 7 Sheet definition supported only in GART 2000 NT I Viewer With the menu Initial gt Sheet definition a sheet can be defined and saved with an individual name First you have to zoom into the specific region open then the sheet definition dialog with Initial gt Sheet definition
164. s Straight Line 1 Start Frer1 z s fe JB Radio 100 Distance m AH Figure 4 99 Setting Out Lines The other buttons correspond to the Measurement dialog 4 3 3 4 2 Setting Out Lines with Total Station Input Output Calculate GPS Initial Extras a Messwerte 20 m System O Station FRA Abstand Ly m EI 1 0 5 EE GART 2000 DEMO Figure 4 100 Setting Out Lines with Total Station he measurement can be triggered by various buttons All triggers an overall measurement lt BuildRef gt and lt Exz gt trigger a measurement to a reflector When using the lt BuildRef gt button the amount of horizontal eccentricity is queried and the amount of spatial eccentricity is queried when lt Exz gt is used When using the lt Excenters Exzentren gt button the longitudinal ex center the transverse ex center and the distance eccentricity are entered On pressing the button MW speich the Measurement Registration dialog appears automatically The button switches into the control mode in the case of automatic tachymeters Deviations are shown in following data X distance from starting point of line Y side distance of line S1 Distance of the last but one measured point P1 from the intersection of the alignment with the straight lines P1 P2 last measured point GART 2000 Benutzerhandbuch Capital 4 Men steuerung 99 S2 Distance of the last measured point P2 from the
165. s are entered depending on the kind of traverse PA PAR PE PER The points can be selected by simply clicking them in the graphic or can be manually entered The abbreviations denote the following Ya Code Point number of the starting point of the traverse 1 PAR ZEN Point number of the connecting direction of the traverse PE ___ Point number of the end point of the traverse PER Point number of the closing direction of the traverse The break points are entered with lt Enter gt After this button has been clicked the point input dialog appears where the break points must be entered in the relevant order If a point is to subsequently included the marker is placed at the relevant position in the list of break points and the point is inserted in the list by clicking the button lt Enter gt After the input of points is completed erroneous entries can be removed with lt Delete gt A new traverse can be defined with lt New gt lallref 03 12 1999 10 32 51 Traversel ae een PER JALLREF2 Figure 4 124 Traverse definition Following definition of the traverse it can be saved by clicking the button lt Save gt Via the button lt Read gt traverses saved in this way can be recalled at a later stage The calculation of the defined traverse is executed by clicking the button lt OK gt In the output window that then opens up the traverse type automatically determined by GART 2000 CE is displayed along wi
166. s have been measured then the coordinates of the points can be determined through the know geometry of the pole GART 2000 CE administers 10 Triple poles which can be stored individually Before a Triple pole is used the calibration data must be entered This function is started over the menu order Input gt Triple measurement First a Triple pole needs to be selected After confirmation you will reach in the measurement dialog After entering the point number point code and marker type up to three measurements can be executed to the prisms of the Triple pole by pressing the button lt Measure gt Under lt t gt the distance of the lower prism can be changed to the pole foot This is necessary e g if a lengthening is used or if the prism height is determined with a measuring instrument After the last measurement the calculations of the distances occur between the prisms These are compared to the calibration data and the differences are calculated If these differences lie within the tolerance the measuring values are accepted GART 2000 Reference Manual Chapter 3 Getting started with GART 2000 CE 43 4 1 5 Coordinates There are different ways to enter coordinates into GART 2000 CE One possibility is to enter them manually another possibility is to import coordinates from a file With the coordinate input and output modules it is possible to exchange coordinates from one GART 20000 CE project to another Conseque
167. sion are shown Up to now the following formats are supported ASCII CADDY Card 1 EDBS GEOgraf LSA LVANDS MAS80 EF800 NRW Poepping Praxl Minka DAC100 REC500 PTS CSV COD LLH KOF DXF GRIPS GT ASO Format Freies Format GRIPS Ruhrgas Sicad VPR_ODA WGS84 Further formats are in preparation or will be developed on demand 4 2 8 1 ASCII 3 0 The ASCII 3 0 format is standard in all versions With the ASCII 3 0 format coordinates and measurements can be exchanged between different GART 2000 program versions DOS and CE After choosing the ASCII 3 0 format the Windows standard Open File menu is opened Choose the directory and the name of the import file The ASCII 3 0 export module offers the following options e All Coordinates for multiple measured points all coordinates are exported e Mean Coordinates for multiple measured points the averaged coordinates are exported e Measurements all measurement are exported e Measurements and Coordinates all measurements and coordinates are exported It is possible to define the point number range to be exported The default value is to export all coordinates of the actual system After choosing the ASCII 3 0 format the Windows standard Open File menu is opened Choose the directory and the name of the export file Figure 4 57 Open File After exporting the number of coordinates is shown 4 2 8 2 ASCII GB The ASCII GB format is the extended version of ASCII 3 0
168. so that corrections between base and rover can be sent via radio Battery 0 lE Network ID b PA Ghost ID lo gt gt NN MAN Site ID b Ba r 77 El Figure 4 185 Dialog Radio Constants LEM m 4 5 3 7 Triple Rod The geometry of a triple rod must be known for the calculation of the coordinates of a point which was generated by the elements of a triple measurement GART 2000 CE administers 10 Triple poles which can be stored individually GART 2000 Benutzerhandbuch Capital 4 Men steuerung 153 Calibration parameters can be entered in the main menu Initial gt constants gt Triple Rod After selecting a triple rod and after confirming the choice by pressing the lt OK gt button the user reaches the next menu The following options have to be entered The name can be chosen freely Regarding the type the user has the choice between single prism double prism and triple prism Entering a value for the prism constant means entering a value to be added to the sloping distance This value depends on the design of the prism Entering a value for the prism offset means entering a value to be added perpendicular to the rod Additionally this value depends on the design of the prism Entering a value for the segment means entering the debit measure of rod segments between two neighbouring prisms or between the lower prism and the top of the rod Th
169. splay is updated by pressing lt Refresh gt The lt X gt key brings you back to the previous window The button lt Sat gt shows the available satellites if GART 2000 CE is able to establish a connection to the GPS receiver Input Output Calculate GPS Initial Extras 2 ES A d ey 316 asl Satellites Ew Ne lle lle le IE IE E E ER ROO Me EEE EFE PERE DO OL aaa al ns so poe f T 081 08 a 7 ee Pelle re lb a a a ents TE TES Pe Js JE Je Js Pe EE E EE rana CEL Figure 4 142 Satellite Overview The satellite overview displays the satellite number the azimuth the elevation and the signal noise ratio of the different satellites on the screen For JNS receivers the GPS satellites are marked with a G GLONASS satellites with a R in the first row For Ashtech receivers in addition you will also see a flag or U The satellites are marked with a U if differential corrections exist for a satellite Otherwise a is shown The button lt Sky Plot gt shows the actual geometry of satellites on screen GART 2000 Benutzerhandbuch Capital 4 Men steuerun 127 Input Output Calculate GPS Initial Extras saf ff le le le le fe le JR JR w fis fs ff Ike Ihe es ff ffs fo les az i fo _ a aaa ee Re a ala lls aaa s JE fe b gt s JS GAR T 2000 DEMO Figure 4 143 Satellite Geometry in Sky Plot In the section Stop amp Go you can record quasistatic measurements To do so check the Activ
170. ss of the measurements To receive realistic values for the standard deviations the values will not decrease below the actual standard deviations from the GPS receiver GP5 Measurements User System Save coordinates L5 O Prio 1002 Code East 3949754 3100 m MlA Morh jS805090 5400 m ACF Height 112 111 m ACH aH m EI O Station ALLE EF 19 05 2000 10 4 Comment _ 5 d cstst GsRT 2000 Demo 9 GART 2000 DEMO DEMO Figure 4 156 Save Coordinates The point number can be entered after the averaging process GART 2000 CE suggests a new point number according to the interval entered in the submenu Initial gt Constants gt Point Numbers Moreover the point type the marker type and an optional comment are stored with the coordinate In addition to that for cadastral applications the precision of position LG and the reliability of position LZ as well as the precision of height HG and the reliability of height HZ can be changed The fields have the following significance E NN A PntNo Point number with up to 32 alphanumeric characters OOOO Code Point code selection list is located in the file vp_art txt String_____ Marker type selection list is located in the file vp_vmrk txt 111 E East Easting in the user coordinate system m Z Z Z 000 E North Northinginthe user coordinate system m amp 1 Height X Height in the user coordinate
171. ss project others refer only to the actual project GART 2000 Benutzerhandbuch Capital 4 Men steuerun 140 4 5 Initial Before surveying with GART 2000 CE there are some settings to be done in the Initial menu Some of the settings are saved globally for all projects some are only used for the actual project 4 5 1 Project In the software GART 20000 CE all coordinates and measurements are assigned to a project To work with GART 20000 CE first of all a new project must be initialised or an existing project must be opened Use the Initial gt Project submenu or the button shown above In the following dialog enter a name for a new project up to 12 characters into the field Project or mark an existing project in the Projects list To open the project press the button lt OK gt Input Output Calculate GPS Initial Extras Fe amp s 5 ele es Open Project OK Directories Projects idemo m 11 13 AM Figure 4 164 Open Project If you enter a new name for a project GART 2000 CE creates a new subdirectory with the same name like the project together with a new database 4 5 2 Delete Project To delete a project first open the project with the Initial gt Project submenu Afterwards use the Initial gt Delete Project submenu An inquiry with the name of the actual project is shown Answer Yes to delete the project GART 2000 Benutzerhandbuch Capital 4 Men steuerun 141 Input Ou
172. st but there is a higher possibility of a wrong ambiguity fixing The value high is recommended for most static or kinematic applications The mode float means that the receiver will not try to fix the ambiguities This feature works only with Ashtech GG24 or with Topcon receivers Use the lt OK gt button to initialise the Rover receiver Be sure of having chosen the correct settings in the submenu Initial gt Constants gt GPS because these settings affect the Rover initialisation The button Sat shows the available satellites if GART 2000 CE is able to establish a connection to the GPS receiver GART 2000 Benutzerhandbuch Capital 4 Men steuerun 12 Input Output Calculate GPS Initial Extras a sale He fe He lle lle le He fe fe JR IR IL T MN 1 M v fis fs f ff be lps ls E les JP T T T D DL Satellites iz i ace e ee ere ee er f n oe pee es JE E E a Eo Pe Js JE s Je TES s Ii nf Pe Js he Je leer Sky Plot GART 2000 DEMO m 10 49 AM E Figure 4 136 Satellite Overview The satellite overview displays the satellite number the azimuth the elevation and the signal noise ratio of the received satellites For Topcon receivers the GPS satellites are marked with a G GLONASS satellites with a R in the first row For Ashtech receivers there is an additional flag or U The satellites are marked with a U if differential corrections exist for a satellite Otherwise a is shown The
173. strument Errors System Transformation Traverse Station COM GPS USB Sheet Definition Dis play Figure 3 1 The GART 2000 CE menu structure GART 2000 Reference Manual Language German English Marwegian Finnish Spanish French Italian Dutch Svenska Portuguese Polish Hungarian Serbian Database Create new Index Files Backup Chapter 3 Getting started with GART 2000 CE 14 3 1 initialisation of GPS Constants The GART 20000 CE software initialises GPS receivers using the constants in the Initial gt Constants gt GPS menu Alternatively use the button shown above to choose this menu von Gum Gas Gps mui ows BER m 4 GPS Constants GPS Application Baudrates 1 T Sr Receiver Topcon Javad LIUM Peceiy 9600 RTCM 2 2 RTK Radio Port Auto zoom e YES le ed E Prajection AT MGL BMN Zone p m m ili Lr ar ta au eystim id Model Figure 3 2 GPS Constants GART 2000 CE supports ne owing differential correction formats for GPS receivers BOER EERE PEPER EERE SNR RR y y GS y RR Gg GU RR Gg UN GR SR R GgGUEGR SR R Gg UGR SR E Gg GGU RR Gg UE RR RR GN UE GR SR E Gg UG R SR R GN GR ERR GR R GR GG R Gg GGG RR GGG RR GR GN UE SR SR RE GN UE GR SR E GN E GR E Gu SERRE R RS RS RR RS RR RR SR eee SR RSS ZR R3 S GG y 4 G3 y 4 G3 G4 DER Gy S RSS 4 GE Sg GG GLSR GUT RR gUA RR gU E KR SUR SR S GU E SR GU GR SR Sg G SH Sg Y GR R
174. system m 1 1 1 1 AcP Accuracy of the position 0 No position D Digitized point M Measured point R Calculated point GART 2000 Benutzerhandbuch Capital 4 Men steuerung 135 e E E NN NN O NN AcH Accuracy of the height 0 No height 1 Level 1 lowest level e g tachymeter total station 2 Level 2 intermediate level A comment can be added in the Comment field to document additional point information Every commentary entered is saved in a list and can be selected from this list once again when the next point is entered 4 4 8 Auto Save In addition to the storage of separate points GART 2000 CE offers the possibility to save points in constant intervals In the GPS gt Auto Save menu the coordinate offsets can be entered and a line between the points can be automatically drawn If the distance of the actual coordinate to the last saved point exceeds the entered difference a new coordinate will be saved automatically After the Measurements window has been called up the differences are entered under the menu item GPS Auto Save Here the option also exists to autoconnect the saved points with lines In the input field T you can also specify an interval in seconds after which a further measurement registration is to occur The measurement is performed depending on what occurs first root Output Cake GPS mud bo RR GPS GPS Auto Save Coo Differences Lines E E E
175. t shows the available satellites if GART 2000 CE is able to establish a connection to the GPS receiver Input Output Calculate GPS Ina Extas arar sale Je lle He We lle Me fe lle Me d E MN 1 it if it Ne je Ji les Hs lee Mio el Hs Y T MN Y LIS Satellites iz is fico Es Ber Jes ns hee DL a fie fe jo 7 elle Je o ee LLC anf e fo Ihe pr Js fs Jes Js ei i IL Sky Plot GAR T 2000 DEMO E 2 00 AM Figure 4 129 Satellite Overview The satellite overview displays the satellite number the azimuth the elevation and the signal noise ratio of the different satellites on the screen For Topcon receivers the GPS satellites are marked with a G GLONASS satellites with a R in the first row For Ashtech receivers in addition you will see a flag or U The satellites are marked with a U if differential corrections exist for a satellite Otherwise a is shown The button Sky Plot shows the actual geometry of satellites on screen Input Output Calculate GPS Ina Extras Ez EIER Satellites s js le le le le le le le IR w fis es e Ib fe ho es o fs e az fiss poe e7_ e72 fe7s pe pr fe fora so os a Js JE ES Js ca s IE E sno JE LP bi es 7 TES ES GAR T 2000 DEMO E 10 49 AM Figure 4 130 Satellite geometry in Sky Plot The button lt Nav Sol gt reads a position from the navigation solution of the receiver if the receiver tracks four or more satellites Furthermore for Topcon receivers the
176. t diia 150 4 5 3 5 Measurements ssssssssssssese I I nene nemen nene men ennemis sere nnns 151 IO 3 0 oC 0 ee entre 152 AD Il nn a a A ee 152 AOA SYS e A IIA 153 EN p ERE 154 4 3 0 eso nennen een 156 4 5 7 Sheet definition supported only in GART 2000 NT Viewer 156 4 3 0 LOCO NR 0 Si een 157 4 5 9 Display LESH 4 5 10 Bitmap supported only in GART 2000 NT I Viewer eee 160 Melo UE rre 164 ZO O e e e PP O E uS E NR CUL AA 164 A A 164 A O A 165 AO O mm 165 LEON i re RUE 168 4 6 4 Zoom All A 168 4 6 5 Zoom Sheet only supported in GART 2000 NT Viewer ene 168 4 6 6 Pan only supported in GART 2000 NT Viewer e 168 46 7 Zoom A nn 168 4 6 8 Keypad LO E 169 4 6 9 Graphic Mode ooccoccccocccccccoccccccoocconcconcconnnnnnnnonnncnnncnnnrnnnnnnnnnnnnnnnnnnannnnnnnnnnannnnnos 169 4 9 10 TEXTE melle TT 170 GART 2000 Reference Manual TABLE OF CONTENTS O 170 A LANA seeria E 170 Ao DataSet T MIT 171 46 191 Greale New Index Ple ta net 171 SA O reset 171 MA 171 9 LIST OF EIQUEGS o 173 GART 2000 Reference Manual Chapter 1 Introduction 7 1 Introduction Congratulations on the purchase of the program system GART 2000 CE This reference manual was written to make the start with the software easier moreover it can be used as a reference book In case of questions concerning the use of the so
177. tants gt GPS submenu Alternatively use the button shown above to choose this menu GART 2000 Benutzerhandbuch Capital 4 Men steuerun 143 GPS Lonstants GPS Application Baudrates Receiver Topcon Javad Receiv 9600 Diff Corrections RTCM 2 3 ETK Radio Port Coordinate System Trans It Auto Zac No Figure 4 168 GPS Constants There exist the following settings 4 5 3 2 1 GPS Application The used differential correction formats can be chosen from a list these two fields GART 2000 CE supports the following differential correction formats for GPS receivers PEDPPPFLELPLELLELPLELLELELELLELPLELLELELELLELPLELLELELELLELPLELTELELELLELPLELTR ALETLELELELLELPLELLELPLLLL LELELLELPLELLELPLETLELELELLELELPLLELTLLLLELERELLELELPELFLEELELPLELPRLELEEEFLELELELLELPLEFLELELLFLELPLPRLELPEEFLELELPFLELPLLFLELELLELPLELPFLPLELLLLELEELFLELPLLFLELEPELLELELLFLELELLFLELELLFLELELLELPLELLFLELELLFLELELLELELELLFLELPELLLELELELLELELUELELERLFLELPLLFLELELLFLELELLELELELLFLELELLFLELELLELELELLLLELELLFLELELLFLELELLFLELELLLLELELPELLLERLFLLLERLFLDLELLFLERELLELLLLELPTER Topcon CMR RTK General corrections forcm accuracy 1 1 1 1 1 Topcon CMR RTK General corrections forcm accuracy 1 1 1 Topcon JPS RTK _______ Topcon internal corrections for cm accuracy 1 1 1 Topcon OmniSTAR For Topcon receiver which accept OmniSTAR correction data ee maccufacy ee Sokkia RTCA a Sokkia internal E corrections forcm accuracy 1 1 11 11 Sokkia RTCM 2 2 VRS
178. tenna zs n o ES Antenna Height pParameter pb T E ish Height mus Radius Slone aT m cal yy or su Correct L1 L2 E l Figure 3 8 Antenna height GART 2000 Reference Manual Chapter 3 Getting started with GART 2000 CE 19 Enter the type of antenna height measurement instrument height measured from the marker to the bottom of the antenna at the base of the mounting threads slope measured from the marker to the lower edge of the groove around the antenna at the seam between the top and bottom halves of the antenna casing In the field Measured enter your slope or vertical antenna height The true vertical height will be calculated immediately and will be shown in the field Calc TV After terminating this window with the lt OK gt button the true vertical height will be set as antenna height in the measurement window The button lt Save gt is only needed to store additional antenna types By activating the checkbox lt Correct L1 L2 PCV gt the offsets between L1 and L2 of the antenna phase center North East Height are sent to the reference station for the respective antenna type The true vertical antenna height in GART 2000 CE accounts for different antenna offsets in case different antenna types are used on base and rover In addition to the predefined antenna types in the list you may enter your own antenna types To do so enter a new name for your antenna and edit the values in th
179. th the number of break points and the total length of the traverse The values FW FL and FQ provide information on the closure error that has been computed which is also compared with the official error accuracy limits stipulated in Germany by the respective state authorities GART 2000 Benutzerhandbuch Capital 4 Men steuerung 115 The results of the calculation can be saved by clicking the button lt Save gt Via the button lt Esc gt the window can be closed without saving the coordinates calculated The measurement values from the traverse can optionally be displayed by clicking the corresponding buttons 4 3 10 2 Traverse manual only in GART 2000 NT and Viewer The function Calculate Traverse Traverse manual opens the corresponding dialog window This function resembles the function described under 4 3 8 1 Though the angle of refraction and the distance to the starting and or end point can be entered manually 4 3 11 Continuous Control Measurements Using Calculate gt Continuous Control Measurements the continuous control measurements of a polygon are indicated The points can be selected in the graphic or entered by the keyboard Explanation of various buttons By pressing the Cancel button the function is cancelled OK By pressing the lt OK gt button the input of point numbers can be confirmed Thus the missing elements are calculated By pressing the Delete button a selected raw can
180. the lt S1 gt button to store the coordinates of the arc section point 2 click lt S2 gt Alternatively press lt Average gt to store the averaged coordinates of both arc section points The coordinate input dialog is opened automatically 4 3 1 4 Tangent to circle With the function Calculate gt Intersections gt Tangent you can calculate the points of contact of the two tangents starting from a selected point and save these as coordinates Input Output Calculate GPS Initial Extras 2 ES 4 4 5 5 4 Hjaltal allref Tangent to Circle Circle 1 Radius b I m Swstern N Station FREI 1 19 05 2000 1 Distance m GAR T 2000 DEMO E 10 20 Pla Figure 4 75 Straight line on arc Specify the point by entering the point number Alternatively the point can also be clicked on in the GART 2000 CE graphical screen With the button lt Option gt the definition of the circles can be selected from a list The circle and the tangents are displayed in the graphic field GART 2000 Benutzerhandbuch Capital 4 Men steuerun 82 By making an entry in the field Distance the points of contact can be displaced if required The calculation of the tangent points is initiated by pressing lt OK gt Input Output Calculate GPS Initial Extras ue a Result Arc Tangent Cross Point 1 Save System Station FREI 1 19 05 2000 1 GART 2000 DEMO Figure 4 76 Result of straight line on arc The calcula
181. the quality of the GSM network Mark the checkbox lt Send NMEA gt if you use a reference network service When using your own local reference station leave this checkbox unchecked After selecting the appropriate telephone number press the lt Dial gt button to establish the GSM link to the reference station The number chosen should appear in the display As soon as the status window Connected is displayed quit the telephone menu with OK To stop the telephone connection press the quickhangup button LEE or the button lt Hangup gt The quickdial button dials the last selected telephone number and closes the window cell phone GSM Telephone automatically if a connection is build up GART 2000 Reference Manual Chapter 3 Getting started with GART 2000 CE 25 3 8 Output of Measurements and Coordinates The stations measurements and coordinates saved in GART 2000 CE can be edited viewed with the menu Output The coordinate output is shown underneath Coordinates LS o PointNr Code m E i a 100 Ono 3o4872 5564 Sclsl114 219 Oy 212 101 4 000 3549715 251 5505113 719 M 0 O 97 179 1 ap 102 4 OOO 2042414 542 5505114 359 M 0 O 97 161 1 ap ll Print 105 4 OOO 3549705 935 53505109 795 M 0 O 97 171 1 104 4 OOO 35490 5505099 945 M 0 O 97 265 1 105 4 OOO s54969S 255 5009099 19 M 0 O rear 1 lana LA OOO SA 140 one 90 Fo a Oo OF 954 4 al Lal PER ey Compact Flash c
182. this purpose the submenus Detail Points and Transformation on Ref Line are available If a line has not yet been defined the input dialog for the measured line appears first of all Here the starting and end point numbers as well as their local coordinates can be entered The following rules apply to such an input e Ifa Y field is unoccupied it is assumed to be 0 e Ifan X field is unoccupied it is computed e f both X fields are unoccupied the first is assumed to be O and the second is calculated The local magnitudes are reduced prior to the detail point calculation Kal Define Line Punkt 1 101 AS 5 000 m CX 6 000 m Punkt 2 201 zd 8 000 m CX 9 000 m X xe Pre ager 3 000 m DifF 44 248 m Input Output Calculate GPS Initial Extras elella lel S elles x ITI pi p2 66818 m sger 4 243 m pi e2576 m aan T 2000 DEMO E 12 59 PM Figure 4 115 Define Line 4 3 7 1 Detail Points In the submenu Detail Point you can enter the surveyed detail points with their ordinates and abscissa During input of the coordinates the point is represented in the graphic When the input has been confirmed with lt OK gt the dialog for saving coordinates is called up and point number and code can be entered GART 2000 Benutzerhandbuch Capital 4 Men steuerun 109 xv 5 45 Im Yx 654 Im GART 2000 demo Figure 4 116 Input of planar coordinates in system of measurement By pressi
183. tion is defined by measuring the bearing to two fixed points and by measuring the distance to only one fixed point Subject to the corresponding position of the points one or two solutions are possible If a unique solution can be calculated it is displayed in the graphic as the intersection point S1 Additionally the calculated coordinate is indicated in the dialog Using lt Save S1 gt the station coordinate is stored If two solutions are calculated they are displayed in the graphic as intersection points S1 and S2 Also the calculated coordinates is indicated in the dialog By pressing lt Save S1 gt or lt Save S2 gt the possible station coordinate is stored If no intersection point can be calculated from the measurements and coordinates a warning message appears 4 3 2 Basic Tasks With the menu Calculate gt Basic Tasks basic calculation functions can be performed These include the calculation of bearing and distance between two points and the calculation of a center of circle 4 3 2 1 Bearing and Distance The function Calculate gt Basic Tasks gt Bearing 8 Distance calculates the bearing and plane distance between two points In addition the distance related to the average local height Gauss Kr ger reduction and the height reduction applied and the height difference are shown GART 2000 Benutzerhandbuch Capital 4 Men steuerung 88 Grid North A Point 2 Point 1 Figure 4 85 Definition of Bearing a
184. tion results in the output of positional coordinates for both points of contact cross points If you wish to save the coordinates of Contact Point 1 click on the S1 button for the coordinates of Contact Point 2 click on lt S2 gt and for the averaged coordinates from both points click on lt Average gt You automatically enter the coordinate input menu where you can allocate point numbers and save the points In the graphic field the cross points 1 and 2 are denoted by S1 and S2 4 3 1 5 Perpendicular Foot With the function Calculate gt Intersections gt Perpendicular Foot the perpendicular foot of a point to a straight line can be calculated and saved as a plane coordinate all llle Perpendicular Foot OK End Paint st4 E 10 22 PM Figure 4 77 Perpendicular Foot Define the start and end point of the straight line and the reference point by entering the point numbers Alternatively click on the points in the graphic screen of GART 2000 CE The straight line and the perpendicular line are displayed in the graphical screen GART 2000 Benutzerhandbuch Capital 4 Men steuerung 83 To parallel shift the straight line enter the value in the field Distance A positive distance moves the straight line to the right a negative distance results in a shift to the left The orientation of the straight line is defined from start to end point With the Option button other definitions for the straight line ar
185. to output the coordinates into a log file 4 6 2 Form GART 2000 allows the free layout definition of measurement coordinate and station protocols as well as calculation protocols For this purpose a form translator is integrated into GART 2000 Viewer that allows the translation of individual form files The form translator is started with the menu Extras gt Form GART 2000 Benutzerhandbuch Capital 4 Men steuerung 166 Input Output Calculate GPS Initial Extras ES F a Fri es a a Select Form File B a 5J Compact Flash ypconfig aa FORM Figure 4 207 Open Form file During the installation procedure of GART 2000 CE a standard ASCII form file FORM FMT and a translated binary file FORM BIN are installed in the vpconfig directory The translation process in GART 2000 Viewer creates a binary file out of the ASCII form file with the same name and the extension BIN Normally the form translator of GART 2000 Viewer is not needed frequently because the form files don t need to be changed so often At first glance the structure of the form file seems to be a bit complicated but actually it is not that difficult At the top of the file there is a list of basic definitions and parameters The PAGELEN pagelength parameter defines how many lines are to be printed on one page GART 2000 CE is doing the page switching automatically PAGEWIDTH stands for the maximum number of signs per line In the foll
186. ton Edit the measurement values that have been marked can be edited Delete removes the marked values The Station button enables the user to switch between the different stations of the project With the Print button the measured values can be written to a file in formatted form or sent to a printer The relevant presettings can be selected under the menu item Initial gt Protocol Two additional options are available for the output of GPS measurements By selecting the button lt Geogr gt you can change the representation of the GPS measurements from Cartesian to geographical The button Average effects the averaging of measurement values with the same designation As a result of this process the averaged values are deactivated and marked with a The mean ascertained is inserted in the form of a new measurement value at the end of the list Input Output Calculate GPS Initial Extras a Measurements on Station FREI 1 Measurement Registration OK FREI 1 2 1h 0 0000 v iooll ee bl E 2 wi 35 V cP 1 h 399 5985 1 h 37 5835 w 96 H 266 9280 w fe5 0680 D 5 874 t 0 0000 L 0 000 ED DIEI amp 0 000 Servo start lasgT 2000 DEMO E 5 58 AM Figure 4 48 Edit Measurements Total Station GART 2000 Benutzerhandbuch Capital 4 Men steuerung 65 The following data can be edited L VA jMakeriype 2 CP o To define this point as a control point activate the CtrlPnt checkbox Ho Ho
187. tput Calculate GPS Initial Extras a Figure 4 165 Delete Project To avoid unintended deletion of data a second inquiry is shown AN All files and subdirectories in the project directory will be deleted Do you really want to delete the project Compact Flash DEMO Figure 4 166 Do you really want to delete the project If the button Yes is pressed the project s data will be deleted and cannot be restored The window Open Project is shown to choose another project to be opened 4 5 3 Constants In the Initial gt Constants menu the most important settings for surveying with GART 20000 CE can be done 4 5 3 1 General Constants The Initial gt Constants gt General menu offers some general settings GART 2000 Benutzerhandbuch Capital 4 Men steuerun 142 Input Output Calculate GPS Initial Extras S Ql General Constants Cadastral Settings Land Reg Cadastral Topography Cad District 23 IZ calculate Control Paints Se aa Area Only Fiducial Contr Pts Figure 4 167 General Constants The meanings of the different ee are as follows y
188. u for the Antenna height Choose the manufactory and the antenna type For each antenna type the individual antenna offsets are shown GART 2000 Reference Manual Chapter 3 Getting started with GART 2000 CE 40 drCoordinates Antenna eno fate Manulacin Tepcon Type Leg nt gt Antenna Height Parameter uj e i Mesured Pom m red 6 1220 m easure Slope Correct L14L2 Pew i 09 58 Figure 4 17 Antenna height Enter the type of antenna height measurement instrument height measured from the marker to the bottom of the antenna at the base of the mounting threads slope measured from the marker to the lower edge of the groove around the antenna at the seam between the top and bottom halves of the antenna casing Phase Center Hadius a p GPS Antenna A 9 slant Height Measurement Point Vertical Height instrument height Figure 4 18 Antenna height measurement from Topcon GART 2000 Reference Manual Chapter 3 Getting started with GART 2000 CE 41 In the field Measured enter your slope or vertical antenna height The true vertical height will be calculated immediately and will be shown in the field Calc TV After exiting this window with the lt OK gt button the true vertical height will be set as antenna height in the measurement window The true vertical antenna height in GART 2000 CE allows for different antenna offsets in case different antenna types are us
189. upported in GART 2000 NT Viewer To zoom on a predefined sheet predefinition with Initial gt sheet definition select the menu Extras gt Zoom Sheet 4 6 6 Pan only supported in GART 2000 NT Viewer To move the map manually click on the graphical screen with the right mouse button and perform a movement into the desired direction 4 6 7 Zoom To zoom into the graphic mark the corresponding rectangular region with the pen For zooming out of the graphic step by step use the button shown above or choose the menu Extras gt Zoom Every additional execution of this function will zoom back the graphic until the full project overview is visible GART 2000 Benutzerhandbuch Capital 4 Men steuerun 169 4 6 8 Keypad The keypad serves as an alternative to the keyboard e g for a Tablet PC and only occupies a small area of the display All digits upper case letters and several special characters can be entered in all the input fields with the aid of this keypad Keypad OK I Nace Tie Figure 4 211 Keypad With the button shown above or the menu Extras gt Keypad an option can be activated that the keypad is called up after clicking in an input field An existing input is then transferred to the keypad and can be modified You can switch between the individual blocks of keys using the gt gt key The lt key acts as the backspace key and deletes the last characte
190. uto Zoom ES arn 16554 n ur mi ji Nina cy Yes iet ih 12 48 AM 49 AN i 12 48 am sl Figure 3 3 Select 7 Parameter Transformation GART 2000 Reference Manual Chapter 3 Getting started with GART 2000 CE 16 After pressing the lt Edit gt button the 7 transformation parameters for the modifiable entries can be edited Input Output Calculate GPS 315 Edit 7P Transformation j Name xa Ellipsoid lwass A Ki ES dx 556 3509 m wx 14490 Scale HY ay Fass mwher a vases m we fne Mstart carT 2000 Demo i 12 50 AM Efl Figure 3 4 Edit 7 Parameter Transformation The entries have the following meanings E Name Name ofthe set of transformation parameters user definable i Ellipsoid Ellipsoid of the user system B dX dY dZ Translations for X Y and Z axis 0 WX wY wZ Rotation with respect to X Y and Z axis 1 1 1 1 Scale Scale factor in ppm If a transformation accessible as identical points within the menu Calculate gt Polar GPS Transformation was set to local 7 Parameter Transformation BursaWolf pressing the button Local 7P will define an individual 7 parameter record out of the transformation and will accept these parameters for the global GPS constants GART 2000 Reference Manual Chapter 3 Getting started with GART 2000 CE 17 3 2 Input of Reference Coordinates The reference coordinat
191. wakina A j Figure 3 13 Info for Topcon receiver Supported functions This function reads the coordinates of the Base receiver from the RTCM messages and saves it These coordinates are used to calculate the distance from the Rover to the Base receiver If vector data recording has been set the distance display is updated automatically The status of the received correction data is displayed otatistic for the position calculation Topcon only Extra Possibility to change the elevation mask and the environment type forest or open plain Topcon only In the field Elevation a degree figure can be entered to specify the minimum elevation of the satellites used to calculate position The checkbox Co Op Tracking enables the control of Co Op tracking Ext Power displays the present input voltage of the receiver Power A and Power B indicate the voltage of the internal rechargeable batteries A and B only relevant to Hiper and Odyssey E from Topcon Power Board provides information on the voltage that exists on the board lt VRS FKP gt Settings for virtual base station or area correction parameter Topcon only lt Vektor gt Absolute coordinates of base and rover in cartesian coordinates If the checkbox Vectordata Recording is activated the correlations of the coordinates will be saved Topcon only otatus display for the online transformation Power Indication of the battery capacity The voltage and the
192. was created is displayed Furthermore the point code the marker type and the instrument height are shown With the Button New a new station is created With the Button Delete the chosen station including all measurements is deleted With the button Edit the station data can be edited The following entries are shown Input Output Calculate GPS inta Extras s EE AT S S Je Fe Enter Station Data OK G ALLREFZ Pt Mr FREI 1 Location Hannover a e H G ALLSAT Code ma pe t a Observer P FREI 1 Inst Height 0 000 Im PP Weather z i allref Instrument ITPS11004 GAR T 2000 DEMO E aia AM Figure 4 44 Edit Station data Total Station GART 2000 Benutzerhandbuch Capital 4 Men steuerun 63 Enter Station Data ptr LLSAT location 2 ALLREFZ 2 ALLREFZ aa sia G ALLSAT Instr Height D 000 m PP Weather Poo P EREI 1 i allret System Date Time 04 11 1999 09 28 23 Figure 4 45 Edit Station Data GPS The fields have the following meanings PntNo Point number of the station Code MA____ Point code and marker type of the station 00202 Instr Height Instrument nett PP ithe point is used as a control point this box is checked 1 System If different systems are used in a project the system of the station needs to be selected All coordinates of measurements that relate to this station are stored in this system Location Observer an
193. with a shorter measurement period yet with reduced accuracy The buttons Angle and Dist only deliver the angle or the distance and vertical angle respectively Build is conceived for measurements using reflectors in the case of buildings The current status of the measurement is shown in the title bar After the measurement has been successfully carried out the dialog switches into the save mode A Measurement Registration ps doef p vaoo gt _ cP 60570 wifio25632 sf IM Figure 4 5 Registration of Measurement GART 2000 Reference Manual Chapter 3 Getting started with GART 2000 CE 32 After the measurement elements have been registered the target height t the longitudinal ex center L set to 0 2 m in the case of building measurements the transverse ex center Q and the distance eccentricity S are entered in meters You can save the measured values with lt OK gt or reject them with X and return to the previous dialog Servo driven instruments can be controlled by the button lt Servo gt Input Output Calculate GPS Initial Extras a Measurement Rec Steuerung GTS8D E sk Figure 4 6 Servo Control In the case of servodriven total stations you can rotate and tilt the total station with the 4 A gt V buttons and halt the process with the STOP button The Light button switches on the light on the tachymeter so that it can be seen from a long way off as well Further sp
194. y a5 FREI 1 19 05 20 35497 5 441 E gt 97 220 FREI 1 19 03 20 E A start SART 2000 DEMO T E 0 53 PM E Figure 4 55 Output protocol The figure shows the coordinate protocol opened with Microsoft Pocket Word For the definition of the protocol output see 4 5 8 4 2 7 Lines To see all lines of the actual project activate the menu Output gt Lines Point number point code and marker type of the start and end point as well as the length and the difference in elevation are given You can select a line both in the list and in the graphical screen If the line is picked in the list it will be highlighted in the graphical screen and vice versa MN Linien L5 0 E B xi esca aat Cose wal Erd Cere wa Rae Lew Sine A Js fe D do ale fe fe fe fe fe fe tt ot Linien Fruten Figure 4 56 Output Lines To delete selected lines press the button lt Delete gt to print the overview of all lines press the button lt Print gt It is possible to check if the start or end point of a line is missing by pressing the button lt Linien Pr fen gt 4 2 8 Export GART 2000 Benutzerhandbuch Capital 4 Men steuerung 71 With the menu Output gt Export data can be exported with respect to the format specifications of other programs The shown data export modules in the menu Export vary according to the program version Only the data export modules of your individual GART 2000 CE ver

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GART-2000 ® - Reference Manual